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Home My WebLink About1551-1BASELINE ROAD I LOT I LOT LOT 15 LOT 3 5 LOT 14 LOT 2 W LOT 16 Z Z) LOT 6 Z a I LOT 4 > LOT 13 I I B I a SHEET 51 Y I � I LOT 17 Qo W Z) LOT 8 /yq� LOT 7 > SHEET eoR w a 2 LOT 12 LOT 18 � LOT 9 J 00T LOT 19 IN. FR� LOT 10 pq% SHEET W /c 3 LOT II I TRACT 13220 qp LOT 20 SHEET 4 II J w LOT 21 C7 WW Z XQ � V r. TRACT 13219 MILLER AVENUE LOCATION MAP STREET PLANS FOR BAR HARBOR ROAD &., MC GUIRE AVENUE 3" Radiu Typical See Note 4/ 1 of each joint it W is I (N F. `� \ greater than 2 ft. eat est "Cote jo\n1 v+eo�cened Curb\ 1 \\ �\ SINGLE CULVERT Sidewalk 6" W 6' grade ❑e TRACT N0. 13596 I N THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES S QUANTITY ESTIMATES NO. DESCRIPTION UNIT QUANTITY II CONSTRUCT 3.�2A.C. OVER 12" COMPACTED NATIVE S.F. 206, 100 12 CONSTRUCT 8'CONCRETE CURB GUTTER PER CITY ,;` -c. each way ;... _ See Note 7 BENCH MARK NO. 364 ELEV. = 1301.63 Pte'/ L.F. W 13 CONSTRUCT LOCAL DEPRESSION PER CITY OF �� W 300 N. PEPPER STREET FONTANA STA. DETAIL NO. 121 EA. Q c N lq"LAN 0 AVE. q t i Gp 16231 VALLEY BLVD: OF FONTANA STD. DETAIL 101 L.F. 330 7 rp EA. fs 100 yo- PROJECT 1 08 + EAST OF RAILROAD ON BASEL- I NE --i Grade Change CITY /! -LOCATION. W Will W OFINC ' FONTA". o Stif feners, &LandSufue cia �� _...:::. In 6" ROAD, SET 9-67. performance of work on this project, excepting liability arising from the sole negligence of designt South Poct7sc -Rail ood / 2 .� ,�• �! /� MC 01RF 0*4 AVENUE BAS E LIXE g REsc # AVENUE Rio oe �l ` . tttER AYE. A'1�g . m 4KMtLLER MEYEI! *e K a AJYON M , FOOT H iti 6L - CDUNTY OF SHIN BERNARDINO If _ ARROW HIGHWAY . W s • v VICINITY MAP BASELINE ROAD I LOT I LOT LOT 15 LOT 3 5 LOT 14 LOT 2 W LOT 16 Z Z) LOT 6 Z a I LOT 4 > LOT 13 I I B I a SHEET 51 Y I � I LOT 17 Qo W Z) LOT 8 /yq� LOT 7 > SHEET eoR w a 2 LOT 12 LOT 18 � LOT 9 J 00T LOT 19 IN. FR� LOT 10 pq% SHEET W /c 3 LOT II I TRACT 13220 qp LOT 20 SHEET 4 II J w LOT 21 C7 WW Z XQ � V r. TRACT 13219 MILLER AVENUE LOCATION MAP STREET PLANS FOR BAR HARBOR ROAD &., MC GUIRE AVENUE 3" Radiu Typical See Note 4/ 1 of each joint it W is I (N F. `� \ greater than 2 ft. eat est "Cote jo\n1 v+eo�cened Curb\ 1 \\ �\ SINGLE CULVERT Sidewalk 6" W 6' grade ❑e TRACT N0. 13596 I N THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES S QUANTITY ESTIMATES NO. DESCRIPTION UNIT QUANTITY II CONSTRUCT 3.�2A.C. OVER 12" COMPACTED NATIVE S.F. 206, 100 12 CONSTRUCT 8'CONCRETE CURB GUTTER PER CITY ,;` -c. each way ;... _ See Note 7 BENCH MARK NO. 364 ELEV. = 1301.63 OF FONTANA STD. DETAIL 101. L.F. 7925 13 CONSTRUCT LOCAL DEPRESSION PER CITY OF P.O. BOX 788 300 N. PEPPER STREET FONTANA STA. DETAIL NO. 121 EA. (� 14 CONSTRUCT 6" CONCRETE CURB ONLY PER CITY t Ih 16231 VALLEY BLVD: OF FONTANA STD. DETAIL 101 L.F. 330 7 INSTALL SINGLE 9500 HIPS STREET LIGHT EA. 1 3 100 CONSTRUCT SIDEWALK CULVERT W /STEEL PLATE TOP PER 1 08 + EAST OF RAILROAD ON BASEL- I NE --i Grade Change Stiffener .,3� L I x I x �, Steel DETAIL HEREON EA. 4 Curb ON sjrtt Cu��O ■ cum, AtwGu44?- I ( �- ti\off X - I X ro _ I I��-�Rqdius3:: ■ . IIS M ID PLAN - ALTERNATE X CN•L.C.) Dedicated Street ..ter-- R / W I I ID Y T Y (DI t ova' PLAN -ALTERNATE Y r, _ LIxIx#,Sleel 2-0 m ° SECTION Y -Y ,� SECTION O N X- X --,.. ALTERNATE INLETS i Steel plate m 'o #4Bar 900 x M ers MULTIPLE CULVERTS Ty p. Ltil xlnx 4, Steel 8 to - - SECTION E -E DOWEL DETAIL e*x I" flathead stainless steel machine screw, countersunk NOTES Sidewalk to be poured 3"/ 3' 3" I. Values for Angle F and dimensions J -K, L -M, Wand H are shown on the improvement plan. monolithically with wall 2. Concrete shall be 560-C-3250. Surface of all exposed concrete shall match grade, color, finish and scoring of adjacent curb and walk. .• ., _ 3. S P " i" Optional a 4. Any curb replaced during consiruciion shall be poured monolithically with the culvert walls. Dowels 24 c -c (maximum), with I- construction k, -. • - • ". minimum clearance from face �f jointe�dow0l *: '.�'d 5. The bottom slab of the culve t shall be poured monolithically with new gutter or as a cold concrete. May be Inclined If nec- 2" ;. 2" joint where joining existing gu�ter. ' 6. Invert shall be troweled and retroweled to produce a hard polished surface of maximum density SECTION A -A 6" 1 and smoothness. If "V" invert is specified, it sholl be V-shaped to within 3' of the outlet and 9 warped from this point to the outlet. The invert dt the outlet shall parallel the gutter. flow I I"x5' stainless steel rod anchors drilled and tapped for $" line unless otherwise shown on the Improvement plan. R") 2 t Steel plate flathead stainless steel machine screw. See Note 8. 7. Culvert steel top plates shall be as follows -f - A. 1= 1/4" for W(_2'; 3/8" for 2'(Wi3', 1/2" four 3'(W14'. _ SECTION C -C I - 1%1 z (Steel pi le t I"CHAMFER j S Curb face FLOW Gutter � 21 F. Grade oint I I I" MIN. 2- 6 I J" MAX. STEEL PLATE X I STEEL PLATE 2-6 ALTERNATE 2 ALTERNATE I SECTION D -D 0 ENTIRE DETAIL B. Cut perpendicular to culvert walls unless otherw Sc spec ie . J" CHAMFER C, Lengths shall be such that the weight per plate does not exceed 300 pounds. D. They shall be stress relieved and straightened after fabrication and then galvanized. E. Top of steel plate shall have a minimum coefficient of slatic friction of 0.5, for either wet or dry conditions, when tested for any shoe sole materiol. Testing and certification of the friction factor shall be conducted b an independent testing laboratory approved by the Engineer under the direction of a registered Civil, Mechanical or Quality Engineer. Testing shall conform to ASTM D2047 or F 489 or F 609 or other procedure approved by the Engineer. 8. Stainless steel rod anchors shall be spaced a maximum of 24"c -c with a minimum of two per side per plate. There shall be an anchor within 6' of each end. The anchors shall be 1" MAX. - 4 attached to the plates and the plates secured in place prior to pouring the walls. ALTERNATE 3 9. The contractor may, at his option, utilize any of the three alternates for the fabrication of the steel plate of the curb -face shown in section D -D. SIDEWALK CULVERT WITH STEEL PLATE TOP DETAIL NOT TO SCALE '- 9461 SAN BERNARDINO ROAD ,::, Steel plate culvert top� %• ,,r BENCH MARK: 6 " _# #3•Q 5" c ,;` -c. each way ;... _ See Note 7 BENCH MARK NO. 364 ELEV. = 1301.63 A \ C714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET ID \ 3 MR. DAVE JONES practices, construction contractor will be required to assume sole and complete responsibility for t Ih 16231 VALLEY BLVD: 5 �.. California Council these plans will not be responsible for or liable for unauthorized TELEPHONE: 4 and property; that this requirement shall be made to apply continuously and not be limited to 3" Radius r` Finished Surface 1 08 + EAST OF RAILROAD ON BASEL- I NE --i Grade Change Stiffener .,3� L I x I x �, Steel -, - ,�„•; 0 1 f. changes to or uses of these plans. All changes to the plans must -be `; : , o Stif feners, &LandSufue cia �� _...:::. In 6" r, _ LIxIx#,Sleel 2-0 m ° SECTION Y -Y ,� SECTION O N X- X --,.. ALTERNATE INLETS i Steel plate m 'o #4Bar 900 x M ers MULTIPLE CULVERTS Ty p. Ltil xlnx 4, Steel 8 to - - SECTION E -E DOWEL DETAIL e*x I" flathead stainless steel machine screw, countersunk NOTES Sidewalk to be poured 3"/ 3' 3" I. Values for Angle F and dimensions J -K, L -M, Wand H are shown on the improvement plan. monolithically with wall 2. Concrete shall be 560-C-3250. Surface of all exposed concrete shall match grade, color, finish and scoring of adjacent curb and walk. .• ., _ 3. S P " i" Optional a 4. Any curb replaced during consiruciion shall be poured monolithically with the culvert walls. Dowels 24 c -c (maximum), with I- construction k, -. • - • ". minimum clearance from face �f jointe�dow0l *: '.�'d 5. The bottom slab of the culve t shall be poured monolithically with new gutter or as a cold concrete. May be Inclined If nec- 2" ;. 2" joint where joining existing gu�ter. ' 6. Invert shall be troweled and retroweled to produce a hard polished surface of maximum density SECTION A -A 6" 1 and smoothness. If "V" invert is specified, it sholl be V-shaped to within 3' of the outlet and 9 warped from this point to the outlet. The invert dt the outlet shall parallel the gutter. flow I I"x5' stainless steel rod anchors drilled and tapped for $" line unless otherwise shown on the Improvement plan. R") 2 t Steel plate flathead stainless steel machine screw. See Note 8. 7. Culvert steel top plates shall be as follows -f - A. 1= 1/4" for W(_2'; 3/8" for 2'(Wi3', 1/2" four 3'(W14'. _ SECTION C -C I - 1%1 z (Steel pi le t I"CHAMFER j S Curb face FLOW Gutter � 21 F. Grade oint I I I" MIN. 2- 6 I J" MAX. STEEL PLATE X I STEEL PLATE 2-6 ALTERNATE 2 ALTERNATE I SECTION D -D 0 ENTIRE DETAIL B. Cut perpendicular to culvert walls unless otherw Sc spec ie . J" CHAMFER C, Lengths shall be such that the weight per plate does not exceed 300 pounds. D. They shall be stress relieved and straightened after fabrication and then galvanized. E. Top of steel plate shall have a minimum coefficient of slatic friction of 0.5, for either wet or dry conditions, when tested for any shoe sole materiol. Testing and certification of the friction factor shall be conducted b an independent testing laboratory approved by the Engineer under the direction of a registered Civil, Mechanical or Quality Engineer. Testing shall conform to ASTM D2047 or F 489 or F 609 or other procedure approved by the Engineer. 8. Stainless steel rod anchors shall be spaced a maximum of 24"c -c with a minimum of two per side per plate. There shall be an anchor within 6' of each end. The anchors shall be 1" MAX. - 4 attached to the plates and the plates secured in place prior to pouring the walls. ALTERNATE 3 9. The contractor may, at his option, utilize any of the three alternates for the fabrication of the steel plate of the curb -face shown in section D -D. SIDEWALK CULVERT WITH STEEL PLATE TOP DETAIL NOT TO SCALE REVISIONS I ENGR,. I DATE I ,CITY, I DATE ADD PARKWAY CULVERT 6 DETAIL, 102-ClN,S,J, 111-23-88 .::W i/_ 23-88 N. SCotT eWfTT Rcrc 54f651 Fuk ot4f GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FORM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OF SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES. WATER METERS. VALVES. HYDRANTS. IRRIGATION STRUCTURES. ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION. SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY THE SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 [MIN.] AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR i 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 WORK. 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. UTILITY NOTES : WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD •CUCAMONGA, CA 91730 C71 4) 987-2591 , BENCH MARK: N0. 8353 SIERRA AVENUE BENCH MARK NO. 364 ELEV. = 1301.63 7 C714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 Construction contractor agrees that in accordance with generally accepted construction 300 N. PEPPER STREET U . S . C . G . S . STATION "PARCEL" 1963 MR. DAVE JONES practices, construction contractor will be required to assume sole and complete responsibility for SOUTHERN CALIFORNIA GAS COMPANY UNAUTHORIZED CHANGES & USES: The engineer pre paring.; 16231 VALLEY BLVD: 5 job site conditions during the course of construction of the project, including safety of all persons �.. California Council these plans will not be responsible for or liable for unauthorized TELEPHONE: 4 and property; that this requirement shall be made to apply continuously and not be limited to 9000 HELLMAN AVENUE 1 08 + EAST OF RAILROAD ON BASEL- I NE normal working hours, and construction contractor further agrees to defend, indemnify and hold ;: of Civil Engineea �i' changes to or uses of these plans. All changes to the plans must -be `; 3 design professional harmless from any and all liability, real or alleged, in connection with the &LandSufue cia �� in writing and must be approved by the preparer of these plans. '$ ROAD, SET 9-67. performance of work on this project, excepting liability arising from the sole negligence of designt 2 professional. REVISIONS I ENGR,. I DATE I ,CITY, I DATE ADD PARKWAY CULVERT 6 DETAIL, 102-ClN,S,J, 111-23-88 .::W i/_ 23-88 N. SCotT eWfTT Rcrc 54f651 Fuk ot4f GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FORM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OF SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES. WATER METERS. VALVES. HYDRANTS. IRRIGATION STRUCTURES. ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION. SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY THE SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 [MIN.] AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR i 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 WORK. 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. UTILITY NOTES : WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD •CUCAMONGA, CA 91730 C71 4) 987-2591 , SEWER: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 C714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD: FONTANA, CA. 92335 MR. LOU WESTFALL TELEPHONE: PACIFIC TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCANONGA, CA 91370 _J CITY OF FONTANA. CALIFORNIA WEST -^ PUBLIC WORKS DEPARTMENT COAb1- DRAWN BY STREET PLANS SCALE: M. PRICE HOR I Z . DES I ON, DESIGNED BY T 1 TLE SHEET VERT. Civil Engineering Land Planning Surveying D. GRAVES 5762 Bolsa Ave., Suite 104 / Huntington Beach, CA 92649 1714] 893-5044 CHECKED BY DATE : X23 88 PLANS PREPARED U ER TH PERVISION OF: Ti2B TRACT NO. 13596 JOB NO. APPROVED DWG. NO. SHT . NO. E. JOSEPH SH .E. NO. 18784 CAD -2206 EXP i DATE 6-30-89 C I yll- ENG I NEER R. C. E .40- �: 151 10 F 6 TITLE SHT. STREET PLN FUTURE & REDWOOD - 8120.22]PFs 13020 612 21 -Jul -87 14148 / 130.20-1