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Home My WebLink About2332-1STREET IMPROVEMENT NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, ENGINEERING DIVISION, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COUSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF TFIF__ CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THC CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11. ALL PIPES OR 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16. RECORD DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO RCF ER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL A. C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER AT NO COST TO THE CITY. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. GENERAL NOTES FOR CONSTRUCTION WITHIN MWD RIGHT OF WAY 1. THE CONTRACTOR SHALL NOTIFY CHARLES POLING, MWD OPERATIONS MAINTENANCE BRANCH (909) 392-2435, AT LEAST TWO WORKING DAYS (MONDAY THRU FRIDAY) PRIOR TO ANY WORK WITHIN THE VICINITY OF MWD RIGHT OF WAY. 2. IF THE CONTRACTOR PLANS TO.. USE ANY EQUIPMENT OVER THE MWD FACILITIES WHICH WILL IMPOSE LOAD GREATER THAN AASHTO H--20, THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL AT LEAST ONF WEEK PRIOR TO ITS USE. Underground Service Alert eEFORE Call: TOLL FREE 1-800 422--4133 TWO WORKING DAYS BEFORE YOU DIG - . .'y. .. .a:', '-.,' .'-:R .;;..:. ♦:X. ... :.;.... :. �.. ..:-,'... :f� :,• .. :•''r.- x, ,{i -'f i'+5 .. *.' •i`• "J' ti<'.4. K _.�' r .�Y.:+ .1. -"; 5.t77 a r m� �,�, ,fie r � � '-� . � S '� {!rawl'. ��' �r�� y r��k.y � �'r;,r. 3.. Ry ta> '��;� � Siy X F ,'Y} t• �' � 'ii �� f .`'� {� Y i t �`,�Y a�`E' >,�',� ix� L:i) STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD, UNLESS OTHER- WISE INDICATED ON PLANS. 6. SIGN SHALL. BE MOUNTED ON A "QUICK PUNCH POST" 2"X2." (12 GA) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, .2 1 /2'X30"X6 GA. (NON PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MIDPOINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT THE TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8, CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 9. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/ OR CONSTRUCTION STRIPING & SIGNS MAY BE REQUIRED BY THE ENGINEER. 66' 18, 10' 18' 10' I � I I I 29; 1.o% MIN 1.0% MIN 3.5% MAX __ 3.59 MAX 2% -IT 1,--.. , -_�I I ISI I I-► I --� � �- 3 2 1 8 2 3 TYPICAL ENTRANCE STREET SECTION N.T.S. I 5'. 5.5' TYPICAL STREET SECTION N T. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE 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 CONTINUOUSI Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OF THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES q R�� HUNTMASTER LANE SEE SHEET 2 - SEE SHEET 12 ACCESS ROAD INDEX MAP SCALE: 1"=200' A0k 4' CLR. CURB FACE STREET LIGHT, FIRE HYDRANT ETC. SIDEWALK DETAIL SEE SHEET 13 AUUtJJ KVAU SEE SHEET 13 ROUNDUP LANE SEE Q1Z.HEET 2 N.T.S. ,......�s � L RECORD DRAWL THE INFORMATION ON THIS DRAWING IS OBTAINED FFA OTHERS AND MUST BE VERIFIED IN THE FIELD ANYONE PRIOR TO USE OR CONSTRUCTII CONSULTANT IS NOT RESPONSIBLE FOR UNDERGRO FACILITY LOCATIONS OR DEPICTIONS, ALL AIR0 aGROUN P FACILITIES CAN BE READILY SEEN AND VERT I -- PARTIES THAT INTEND TCIUSE SAME. F BASIS OF BEARINGS: THE CENTERLINE OF SUMMIT AVENUE SHOWN AS N89'58'45"W ON TRACT MAP NO. 13750 RECORDED IN BOOK 250, �Q�D��S.' PAGES 48 THROUGH 66 OF MAPS.��R��Ip�, RECORDS OF SAN BERNARDINO COUNTY. ,rp "SEE SHEET 14 ACCESS ROAD Q Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR Q STRUCTURES SHOWN IN THESE PLANS AND OBTAINED BY A SEARCH OF �� - - zv)l GPS' SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA __- ---- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO BENCHMARK: ELEVATION_ 4240 HALLMARK PARKWAY CONST. SITE BENCHMARK: EL: 1534.50 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE _1513.04 (909) 880-0220 O (909) 350-7610 CONTACT: JOE DEARMAN CONTRACTOR IS- REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO FWE 43 - RAILROAD SPIKE IN SET CHIS SQUARE ON CATCH BASIN PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION E.P. BY P#1536663E S'LY AT THE N.W. CURB RETURN OF, AND -ANY. DAMAGE TO THESE . LINES OR STRUCTURES. SIDE OF BASELINE 220' E'LY WROVAL BRIDLEPATH DR. & CHERRY AVE. FONTANA, CA 92336 OF CHERRY AVENUE. DAT 50 FT. N.E. C/L BRIDLEPATH DR. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE 0 CONTACT: DAVID PADILLA 36 FT. N.W. C/L CHERRY AVE. RESPONSIBLE FOR, OR LIABLE FOIA, UNAgTHORIZED CHANGES OR USES OF ------_____� CITY OF FONTANA ------ f F _ THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN,, WRITING AND ``'------ P.O. BOX 518 DRIVE --- - - MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ,.�.;y� - . ....: H 1T'.wn ,.. •! rni. .•a. ..:.,. 0.4'. . -♦}.e, .�•.. .`�. . �:wT.i.htt..k.e ._ .. " .f , ' _ !J s . T .... rni .•".� ~ .: 4 ,a y. -.. 4'S,h `"j.fS....> ..k.}-* ...,�.%i 11 y'Mff �} 1`V i.. .?k�l y_ '.iy + a . ,Q'ih �"Jx v+ (-�'1..#. .•'�.e3.J ir. tai -i fz a.-�_ s .r_ ..s,. �.'ti fs`'Ij ` 4fL'.. � . fi a iI' ,• .iq..iS•' -k p�j" -{' 'y,�, ,�r . �r �,d L 71 j-�f% f�.-�K �•' �,�5�7+�� F `� '3�Tdf �1 �t ��J..� �•l.h �dY ..� i' _. xYJtis} '3l'a -3 7 _ ., a'v`: .. .-d.."i�Sl Ztu -' .... e� T..'trty N-- i Iu n. ._ t r:l'x4'l9eiiSL".;.. "SEE SHEET 14 ACCESS ROAD Q Q Q IRZ ELECTRICITY SEWER zv)l GPS' SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA U_ DISTRIBUTION PLANNING oI,_ 4240 HALLMARK PARKWAY J P.O. BOX 518 , FONTANA, CA 92336 to (909) 880-0220 O (909) 350-7610 CONTACT: JOE DEARMAN CONTACT: ARMANDO GONZALES p GTE CALIFORNIA, INC. GAS :2 U CAB20VF ___ _ QRS---- ---11 REVISIONS ,x 4 WROVAL ZG q FONTANA, CA 92336 _/ DAT APIC VAL _ __ DATE "SEE SHEET 14 ACCESS ROAD Q Q Q IRZ ELECTRICITY SEWER zv)l GPS' SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA U_ DISTRIBUTION PLANNING oI,_ 4240 HALLMARK PARKWAY J P.O. BOX 518 , FONTANA, CA 92336 to (909) 880-0220 O (909) 350-7610 CONTACT: JOE DEARMAN CONTACT: ARMANDO GONZALES p GTE CALIFORNIA, INC. GAS :2 U CAB20VF U 15010 SUMMIT AVENUE Obi DISTRIBUTION PLANNING FONTANA, CA 92336 _/ 16231 VALLEY BOULEVARD U O Z (909) 931-2472 FONTANA, CA 92335 (909) 4.28-8402 CONTACT: ROGER HATCH 0 CONTACT: DAVID PADILLA _COMCAST CABLEVISION WILTEL, INC. WATER 1205 DUPONT STREET U z CITY OF FONTANA 9� BRIDLEPATH f F CK UPLAND, CA 91786 P.O. BOX 518 DRIVE P.O. BOX 21348, MD 26-3 TULSA, OK 74121 / 918) 588-3397 (909) 350-668 ; 909) 947-9441 (LOCAL CONTACT) v� 1 �l GPS _SUMMIT AVENUE RANCHO CUCAMONGA �Q- / w Z w � 7 w M / �P > / ��P V) a V) G� HIGHLAND AVENUE N.T.S. 4 . ha - F3t- .� d'y..i .-,• 4: ` / _� f7 Inc. El U Ml___�7 A Civil Engineering • Planning • Surveying ® Public Works 13821 i`Iewport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 PREP RED UNDER THE SUPERVISION OF: JOL C. HOGAN -_ Y.C.E. 26229W k S 04-2.6-95 07:29:58 E:\4439\S_1_REET\4439S001 1p IRZ ELECTRICITY SEWER MARKS CABLEVIiSION GPS' SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA FIBER --OPTICS/ TRUNK LINK THROUGH PROJECT DISTRIBUTION PLANNING 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY 7951 REDWOOD AVENUE P.O. BOX 518 SAN BERNARDINO, CA 92407 FONTANA, CA 92336 FONTANA, CA 92335 (909) 880-0220 (909) 357-6562 (909) 350-7610 CONTACT: JOE DEARMAN CONTACT: ARMANDO GONZALES OWNER DEVELOPER GTE CALIFORNIA, INC. GAS METROPOLITAN DEVELOPMENT CAB20VF SOUTHERN CALIFORNIA GAS CO. 15010 SUMMIT AVENUE 870 NORTH MOUNTAIN AVENUE DISTRIBUTION PLANNING FONTANA, CA 92336 UPLAND, CA 91786 16231 VALLEY BOULEVARD (909) 899-0156 (909) 931-2472 FONTANA, CA 92335 (909) 4.28-8402 CONTACT: ROGER HATCH CONTACT: DANIEL TUCKER CONTACT: DAVID PADILLA _COMCAST CABLEVISION WILTEL, INC. WATER 1205 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS CITY OF FONTANA ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA 8353 SIERRA AVENUE (909) 988-8322 X3055 UPLAND, CA 91786 P.O. BOX 518 CONTACT: JACK HAYES P.O. BOX 21348, MD 26-3 TULSA, OK 74121 FONTANA, CA 92335 918) 588-3397 (909) 350-668 ; 909) 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY 4 . ha - F3t- .� d'y..i .-,• 4: ` / _� f7 Inc. El U Ml___�7 A Civil Engineering • Planning • Surveying ® Public Works 13821 i`Iewport Ave., Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 PREP RED UNDER THE SUPERVISION OF: JOL C. HOGAN -_ Y.C.E. 26229W k S 04-2.6-95 07:29:58 E:\4439\S_1_REET\4439S001