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HomeMy WebLinkAbout1621 DERRINGER LNV IL to z GRADING AND GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF DIAMOND BAR HILLSIDE MANAGEMENT ORDINANCE NO.7 (1992). THE UNIFORM BUILDING CODE, 1997 EDITION AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 2. GRADING PERMIT AND AN APPROVED SET OF PLANS SHALL BE ON THE JOB AT ALL TIMES. 3. NO WORK SHALL BE STARTED WITHOUT FIRST NOTIFYING THE CITY ENGINEER. 4. ADEQUATE BARRICADES. LIGHTS, FLAGMEN. SIGNS AND OTHER SAFETY DEVICES SHALL BE PROVIDED AS SPECIFIED BY THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 5. EXISTING CITY STREETS SHALL BE KEPT CLEAN OF ALL MATERIALS RESULTING FROM THE GRADING OPERATIONS. THE STREET RIGHT -OF- WAY SHALL BE CLEANED UP DAILY AND AS NECESSARY TO MAINTAIN PEDESTRIAN AND VEHICULAR PASSAGE OVER THE PUBLIC RIGHT-OF-WAY AT ALL TIMES. 6. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE CITY ENGINEER AT LEAST 48 HOURS BEFORE THE GRADING OPERATION IS READY FOR EACH OF THE FOLLOWING: a. PRE -GRADE MEETING: WHEN THE PERMITTEE IS READY TO BEGIN WORK AND BEFORE ANY GRADING OR BRUSHING IS STARTED, THE FOLLOWING PEOPLE MUST BE PRESENT- OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER. GEOLOGIST, BUILDING OFFICIAL OR THEIR REPRESENTATTVE. 10. TOE INSPECTION: AFTER THE NATURAL GROUND IS EXPOSED AND PREPARED TO RECEIVE FILL AND BEFORE ANY FILL IS PLACED. C. EXCAVATION INSPECTION: AFTER THE EXCAVATION IS STARTED AND BEFORE THE DEPTH OF EXCAVATION EXCEEDS 10 FEET. d. FILL INSPECTION: AFTER THE AREA TO RECEIVE FILL HAS BEEN PREPARED AND INSPECTED BY THE SOILS ENGINEER. e. DRAINAGE DEVICE INSPECTION: AFTER FORMS, STEEL. AND PIPE ARE IN PLACE AND BEFORE ANY CONCRETE IS POURED. f, ROUGH GRADING: WHEN ALL ROUGH GRADING HAS BEEN COMPLETED. 9. FINAL INSPECTION: WHEN ALL WORK, INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES HAS BEEN COMPLETED AND THE 'AS -GRADED" PLAN AND REQUIRED REPORTS HAVE BEEN SUBMITTED AND APPROVED. THE PERMITTEE SHALL WAR FOR APPROVAL BY THE INSPECTOR BEFORE PROCEEDING WITH THE WORK. 7. SUFFICIENT TESTS OF SOIL PROPERTIES, INCLUDING SOIL TYPES AND SHEAR STRENGTH SHALL BE MADE DURING GRADING OPERATIONS TO VERIFY COMPLIANCE WITH DESIGN CRITERIA THE RESULTS OF SUCH TESTING SHALL BE FURNISHED TO THE BUILDING OFFICIAL UPON COMPLETION OF GRADING OPERATIONS OR WHEN NECESSITATED BY FIELD CONDITIONS UPON REQUEST OF THE CITY ENGINEER. 8. THE GRADING CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT VERIFYING THAT WORK DONE UNDER HIS DIRECTION WAS PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF CHAPTER 33 OF THE UNIFORM BUILDING CODE OR DESCRIBING ALL VARIANCES FROM THE APPROVED PLANS AND REQUIREMENTS OF THE CODE. 9. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 10. DUST SHALL BE CONTROLLED BY WATERING. 11. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS. 12. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS IN THE APPROVED GEOTECHNICAL REPORT, PREPARED BY SOILS AND GEOLOGY. INC. AND DATEn --I Ag- 1t 101 13. THE CONTRACTOR SHALL INCORPORATE EROSION CONTROL MEASURES WHEN DEEMED NECESSARY BY THE BUILDING OFFICIAL SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. THE CONTROL DEVICES SHOWN ON SAID PLANS WILL BE INSTALLED NO LATER THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. 14. THE ENGINEERING GEOLOGIST SHALL INSPECT AND APPROVE ALL CUT SLOPES. 15. PRIOR TO ISSUANCE OF THE BUILDING PERMITS. A SOIL EXPANSION TEST PERFORMED IN ACCORDANCE WITH THE PROCEDURES OF UNIFORM BUILDING CODE STANDARD NO. 29-2 IS REQUIRED. lie k-1 I slilLLIII�141LI LOT 10 TRACT NO. 24046 16. PRIOR TO PLACING COMPACTED FILL, THE SURFACE SHALL BE STRIPPED OF VEGETATION AND -"" muA THE SURFACE SCARIFIED TO A DEPTH OF 12 INCHES OR AS SPECIFIED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER, BROUGHT TO OPTIMUM MOISTURE CONTENT, RECOMPACTED TO 90% MAXIMUM DENSITY AND INSPECTED BY THE GRADING INSPECTOR AND PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE SOIL TESTING AGENCY. 17. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. L THE OWNER SHALL PROVIDE ONE SET OF ROUGH GRADE STAKES FOR THIS GRADING OPERATION. ANY ADDITIONAL ROUGH GRADE STAKES REQUIRED SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR AND ARRANGEMENTS SHOULD BE WADE WITH THE DEVELOPER FOR ADDITIONAL STAKES. a. ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE UNIFORM BUILDING CODE. 2. THE GRADING CONTRACTOR SWILL SATISFY HIMSELF AS TO THE ROUGH GRADING SHOWN ON THIS PLAN AS PART OF HIS BID. VICINITY MAP , � 18. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DENSITY, AND CERTIFIED BY 3. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING (909) THE SOILS ENGINEER. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 949-1791 AT LEAST 12 HOURS BEFORE COMPLETION OF GRADING OPERATION IN ORDER THAT THIS N.T.S. FEET VERTICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT OF MATERIAL PLACED. AT LEAST ONE-HALF OF THE REQUIRED TESTS SHALL BE MADE AT THE M THE CITY ENGINEER. LOCATION OF THE FINAL FILL SLOPE. 4. THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLZ PUBLIC RECORDS. GRADING 19. FILL SLOPES SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL AND SHALL BE CONTRACTOR SHALL FIELD VERIFY Al EXISTING UTILITIES PRIOR TO COMMENCING GRADING OPERATION. COMPACTED TO NO LESS THAN 90% OF MAXIMUM DENSITY OUT TO THE FINISHED SURFACE. ALL 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ,NOB SITE FILL SLOPES GREATER THAN 5 FEET IN VERTICAL HEIGHT SHALL BE GRID ROLLED TO COMPACT CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL THE OUTER 5" TO 8" TO AT LEAST 90% OF MAXIMUM DENSITY. PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 'NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SMALL DEFEND. INDEMNIFY. AND HOLD THE 20. NO ROCK OR SIMILAR MATERIAL GREATER THAN 12 INCHES IN DIMENSION WILL BE PLACED IN OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE CONNECTION WITH THE PERFORMANCES OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. 21. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION. REMOVAL OF UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF REQUIRED) HAVE BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER AND THE CITY GRADING INSPECTOR. 22. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENTATIVE WILL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION OPERATIONS. EEROSION CONTROL 23. ALL EXISTING FILLS SHALL BE APPROVED BY� THE SOILS ENGINEER AND THE BUILDING OFFICIAL OR HIS REPRESENTATIVE BEFORE ANY ADDITIONAL FILLS ARE ADDED. IN 24. ALL FILL SHALL BE CERTIFIED FILL AND SHALL BE CERTIFIED BY THE CIVIL AND SOILS ENGINEER AFTER COMPLETION OF WORK. EQUI THE 25. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER. CIO I�IMI 26. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON- SITE SOILS SHALL BE CONSTRUCTED WITH TYPE 5 SIX (6) SACK CEMENT UNLESS SULFATE -CONTENT TEST INSP CONDUCTED BY THE SOILS ENGINEER SHOW IT TO BE UNNECESSARY. ALL DAY 27. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL BE RESPONSIBLE FOR THE QUALITY OF THE WORK PERFORMED BY THE GRADING CONTRACTOR AND SHALL EXERCISE SUFFICIENT A SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, BASI SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. AT 28, THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING FACI GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND THE CODE WITHIN HIS PURVIEW. TO CON 29, ANY REVISION MADE IN THE APPROVED GRADING AS SHOWN ON THE GRADING PLAN MUST BE THE SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL OR HIS DESIGNATED REPRESENTATIVE. THE 30. PRIOR TO THE FINAL APPROVAL OF ROUGH GRADING THE CIVIL ENGINEER SHALL SUBMIT AN 'AS -GRADED" GRADING PLAN FOR APPROVAL BY THE BUILDING OFFICIAL. THIS PLAN SHALL SHOW ORIGINAL GROUND SURFACE AND AS -GRADED GROUND SURFACE ELEVATIONS, ALL FEATURES SHOWN ON THE APPROVED GRADING PLAN, FINAL PAD GRADES. THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL SUB -DRAINS, ROCK DISPOSAL SITES. KEYWAYS, BUTTRESS OR STABILITY FILLS AND ANY OTHER REMEDIAL GRADING, ANY VARIANCES BETWEEN THE FINISHED WORK AND THE APPROVED PLANS, ACTUAL YARDAGE MOVED (INCLUDING REMEDIAL GRADING) AND A CERTIFICATION THAT THE "AS -GRADED" PLAN SHOWS THE ABOVE ITEMS. ROUGH GRADING WILL NOT BE APPROVED UNTIL AFTER APPROVAL OF THE "AS -GRADED" GRADING PLAN. 31. FOR ROUGH GRADING THE CONTRACTOR SHALL CONSTRUCT BERMS AT THE TOP OF ALL MANUFACTURED SLOPES AS SHOWN PER DETAIL ON THIS PLAN. 32. FINISH GRADING WILL BE COMPLETED AND APPROVED AND SLOPE PLANTING AND IRRIGATION SYSTEMS INSTALLED BEFORE OCCUPANCY OF ANY BUILDING AND BEFORE RELEASE OF GRADING BONDS._ 33. THE UNDERSIGNED CIVIL ENGINEER CERTIFIES THAT THIS GRADING WORK WILL BE SUPERVISE tN, ACCORDANCE WITH SECTION 3314 OF THE UNIFORM BUILDING CODE. , c 34. ESTIMATED STARTING DATE tom - ESTIMATED COMPLETION DATE \ THE CASE OF EMERGENCY. CALL CARL T. KOBRINS AT WORK PHONE 949-1791 OR HOME ONE f (909) 986-9985. PMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT NVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS NENT. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ECTOR. REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING WHEN THE 5-DAY RAN PROBABILITY FORECAST EXCEEDS 40%. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS. CHECK BERMS AND NS. GRADED AREAS ON THE PERMRTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING LITIES. PERMTTTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS DITION. PERMITTEE AND CONTRACTOR SWILL INSPECT THE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.' .4 - DmS MML . N0. ilia N CERii1E�► i � € � yr ' �• ENGINES - GEOLOGIST OF CAl1����P �P a G� 40) W N r H Go W U B 416 2 STORY FRAME TOPOGRAPHY & SURVEY PREPARED BY: / 8• ' 35 NEW CONTOUR L❑REN PHILLIPS + ASSOCIATES HOUSE TW TOP OF WALL 19305 BREA CANYON ROAD, STE. 130 i I I i ► GD GROUND DIAM❑ND BAR, CALIFORNIA TF TOP OF F❑❑TING (909) 396-9636 RETAINING WALL . TG TOP OF GRATE / 1//j-T>' I IE INVERT ELEVATION // // / / // / I I/ CENTERLINE / / / I I I y / I DL DAYLIGHT • /// r/ If If l ' / r/ / / l / l / / �i I I/ I I i//I I 1 I / r r / ' If If / PLAN -0 2 0 If If If If f 2 //, � // ��/I I I//i l/rlr, lr� // // /l�� bopoo /�/ / / o0o ao / rrr/ - - -- r If r / s / , r / , /l \ SET 1 I.P. 6 VCP • ::_, • . /04 '/ // �/���' '/'//'///'/ / I L.S.3173 �o o p LOT 10 TR 24046 / / / / / r / 1,7T�! l /, '' l ,'' r l �' l p��Q�� / / / / / / / zz / y / / �a o. SECTION A -A .cn , r / / .! l / l l as RIP -RA / �� / / / (SEE DETAIL) / / ► z• , / o/ / / /w / / r h�,,r/ l /�r:, / L \ FENCE QD / / ' / / ,/ / /// \ /r / / o ,' ' / , .,� / rw ��/ , /� ./,`` -- _ EXISTING 4 W OD RAIL DETAIL CONNECT ROOF D I / // / ��� % o , / ) p � TO 6 / /// l / /, i , / // �,� ��`,� //r /' lr' b r l ro �►tti l l `'4/ll / I , HEAD WALL / / i / / r o o '4 ,n WOODED AREA �� , / /� , / / / // / , ' , ,�� ' // ��( y , / / / r'`' o ,' l / !�/� rr r/'/ 'r// /� ��/ ,�',�c��,r If (OBSCURE FROM AERIAL PHOTOGRAPHY) / �, / / / , // / / / !, , l / / r / l I ll / / / / / // / / �/ / / 6 / / / / �o T CONC. NAIL W /ll,'r, / �,,° 'l�//,ml ��' SE ,/ G 9�/ / l l / r l / L.S. 3173 �Ih /E �C TI N r r/ r r rr r %/r / rr / rr rr / , rr r .// ,�� , / l X I Z t / / / / / / / b / / I WI.. I r lU l . / D�rAI'N . 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J/r r r l 1z r r / r\ / / / f ,rrrr / / //' l / r rr l r l ,'� /, , // O �� 0 / / ,c� / / / / / O / l r / �' r Imo' r r r r l PLAN VIEW _/�/////// Q/d //r/ , l� If If If If / / / 4gq�ES`'\ If If If If If If 0 _ V4� I..- e-A _ / rrr / ,If If III I / l v, / s To 12 RocKS _ N Q. 3 6 fl / -1 , , / r , I / / BURRIED 6" INTO // _ _ /' T / 12" GROUT - O D 411�!�i�E�iti: O 3 I I J ?/ ,r' I. ES1'1 Q If 84 �jA — � _—'� �� —�� � � , / � /Ill I � �8� I � I I I � --- .�: - 9r� LL- 2� ' ' / EMO _ - ' _ �' / 3 I I II I r�l . l / NOTE. v 4�6 \/ RIP -RAP IS . 47 6 / 8" MINIMUM If If If / 13czt 41.66 / FILL VOILDS AROUND ROCK`,WITH 2. 417 j _ / / / / CONCRETE MIX If — pp 5 / r.o / / / If DETAIL 2 If RIP RAP LEGEND: - --C1220>- - - EXISTING CONTOUR ESTIMATED EARTHWORK QUANTITIES (C.Y.) CUT FILL RAW CUT / Y6 C.Y. ••----• RAW FILL •-••••• 205 C.Y. SHRINKAGE 10% 20 C.Y IMPORT /O o C.Y TOTAL 2-5 C.Y. 2 26 C.Y. CONSTRUCTION NOTES: QUANTITIES: ro D L / ,% GEOTECHNICAL ENGINEER'S STATEMENT APPROVED BY: LEGAL DESCRIPTION: 10 INSTALL 1 -10 x 1 -10 x 2 0 P.C.C. DRAIN o / O BOX WITH ALHAMBRA A-2017 TRAFFIC GRATE 1 EA. OF ���� LOT 10 TRACT N0. 24046. DIAMOND BAR, CA I'� �"s'4'`�� 2 CONSTRUCT 6' SD35 DRAIN LINE 250 LF �� •e �� - OYIN10p» --- --- `� THIS PLAN HAS BEEN REVIEWED BY: -� EU ABINADER EXISTING 4 RAIL FENCE ` _ �'�� � �} _� �t -- =�_� ; i� 1418 E. 33rd STREET 4 CONSTRUCT 1'-10' x 1'-10' X 8'-0' DEEP 2 EA. _ �. / _ i --. `' `= -° ` ' AND DEEMED TO BE IN CONFORMANCE SIGNAL HILL. CALIFORNIA 90807 fta- , ¢ =Y DATE P,C.C. DROP DRAIN BOX WITH ALHAMBRA _ / - 10�'� _' �_ WITH THE RECOMMENDATIONS IN OUR PLANS REVIEWED BY + ti > 'A REPORT(S) DATED h 11 1001 PROJECT A-2015 NON -TRAFFIC GRATE 4 �► GitA3ticS JaAii, �5 CONSTRUCT HEADWALL AND DIVERSION ��` / ' E � ;.,r y1:_ ' ��- 4' - NO. 66-oQ$ REVIEW WAS LIMITED TO THE / SITE ADDRESS: WALL PER DETAIL ® 1 EA. `� • `� ���• + c� i y!vi �- ;� GEOTECHNICAL ASPECTS OF THE PLAN •r/� ,�,,��,.�, t #1�ilM�fslll� _ ONLY. WE MAKE NO REPRESENTATION AS 1621 DERRINGER LANE, DIAMOND BAR, CALIFORNIA 91765 © INSTALL 6' x 6' x 6' TEE 1 EA. _ *�ps�IST * _o`' TO THE ACCURACY OF THE DIMENSIONS, \ggislQr �s� .103 '� c� MEASUREMENTS, CALCULATIONS, OR ANY D6.44c U Li Q7 12 x 12 GRATE 1 EA. C c�it, , , ` �+ I�, PORTION OF THE DESIGN. DATE S-s 8 GRADING PLAN 6' - 9 0' ELBOW 1 EA. SOILS ENGNEER: ENGINEERING GEOLOGIST: PLANS PREPI BY: O9 i/2'• DOWELS (TYPICAL) 3 EA. FRANK C. STILLMAN CHUCK DOWDELL BY: R.G.E. N0. DATE IS•T•K., Inc. (IN THE CITY OF DIAMOND BAR) 17231 E. RAILROAD ST. 17231 E. RAILROAD ST. Civil Engineers and Land Surveyors CITY OF INDUSTRY, CA 91748 CITY OF INDUSTRY, CA 91748 DRAWING NO_ 0 N E \�✓ 1' - 0' CONCRETE CURB 13 L.F. O 88on Benson Ave., Suite 100 3 DRN BY: JR CHK'D BY: CK SCALE:1" _ 0• PHONE: (626) 964-2314 PHONE: . (626) 964-2314 SET 1 I.P. a j' Montclair, California 91763 F'D SdcW PER TRH 2aoas. FAX: (626) 965-3802 FAX• � (626) 965-3802 L.S. 3173 ASSUMED BENCHMARK % /�j� d 90 ) 949-1791 (FAX) 949-8433 DATE: REVISED JOB No,---2 OF 4 ELEVATION - 1250.00' �Lt G.E. 805 DATE C.E.G. DATE R.C.E. 13669 DATE 0 0 Cold c F a a SECTION CREATED BY: E L S W ORTH DESIGN ASSOCIATES 701 PINE AVENUE LONG BEACH CA, 90813 0 FFI C E 562 J51 5062 FACSMILE 562-951 5063 ------------------- 1249---------------------- ------------------- 1237.59------------ --------------------1221' ------ --- 200 - -= Win-=1rr_-rrr�`�ilr 1-r-�lrl� --fiT-m -mH- 11=1 I I=11 I E I I I=! 1 ! 11=� Ed ER11 I I� I I I-1 I I -I I I -I I IEIII-I I IHEI I IEI I 1HEI I �- I I- I- -1 I !-III-III-III-I I E 11- I I- i =1 - I _� -I , 11= I; ,,, i =II1 I i � I —I I { —III I_I=_I 1 I � � SECTION A -A SCALE: 1 /4. = 1'-0" 0 i' DRIVEWAY 1 ==I {---H+------1237.5'--------- -111 I MII-1 I I-! I I-1 I I-[ 1 I -I I IEI I El I I-1 I 1-1 I I-1 ! I 1 I I-_ =1 I I=1 I I=1I i=111=1 11=i 11=1 11=111=11 != I =I I I 1= I =1 1=! I I-1 I i MIEd II=1 11=1 11= 11=11-1 I I-1 I 1=1 I =1 I' -1 I !-1 I Ed I EdII=1 11=1 I I-1 I!-1 I I-1 11=1 I I- 11=1 I I �_ 1- I I—! I I—! I I —I I I —I I El I El I I —I I IS I HIE I —III I � 111 -! 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COBBI, S ram- i .: . - 1356 �� �, �' 3• i -ate UER of I 1 LOT 10 TR # 24046 WOODED AREA LEGEND: 2 STORY FRAME---<1220}--- EXISTING CONTOUR TOPOGRAPHY & SURVEY PREPARED BY: I I , 35 NEW CONTOUR LOREN PHILLIPS + ASSOCIATES HOUSE TW TOP OF WALL 19305 BREA CANYON ROAD, STE. 130 I I I I I I OD GROUND DIAMOND BAR, CALIFORNIA I I I I I I I TF TOP OF F❑❑TING (909) 396-9636 RETAINING WALL r• �� / / TG TOP OF GRATE IE INVERT ELEVATION l CENTERLINE /�, // // // /� �/ DL DAYLIGHT a /2,/// .07/ SET 1" I.P. /44 f / / / / / / / / °/ �!� -•� /,�/����• / / , // / , // / // // // i \ L.S. 3173 ' < / /// / / f / / / / // / /�� > > / /// / " l l ,l l.d l l l ! /l ��� / / l l/ i L _ I EXISTING 4' W OD RAIL FENCE CONNECT ROOF D , I �� Q TO 6 Z `// ru (OBSCURE FROM AERIAL PHOTOGRAPHY) / / /, / / / / /, / , /, �� / ,/� �, �. , / , 07 / /,C SET CONC. NAIL L.S. 3173 �• / / / / A / , /E�CITI Del f / _L// N . / /6Y x&N; G /SW� f / / / / /// r/l l/// // ,AIW � l 0/ / /GD 41.00 FJ �40.3 // /(�• CIV ' / / / // / /� / / / l l / / / / l l V • 4 �4.4j C) O. ry ; < - —, 1 I 2� �'// / / EMO,VEI7u4.1 ``� 4 66 : 41.66 C❑NSTRUCTI❑N NOTES: 1� INSTALL 1'-10" x 1'-10' x 2'-0' P.C.C. DRAIN BOX WITH ALHAMBRA A-2017 TRAFFIC GRATE n CONSTRUCT S' SD35 DRAIN LINE U CONSTRUCT 1'-10' x 1'-10' X 8'-0' DEEP P.C.C. DROP DRAIN BOX WITH ALHAMBRA A-2015 N❑N-TRAFFIC GRATE Q5 CONSTRUCT HEADWALL AND DIVERSION WALL PER DETAIL © INSTALL 6" x 6- x 6- TEE �7 12- x 12- GRATE ® 6' - 90- ELBOW Q 1/2" DOWELS (TYPICAL) QO ":EW 1'-0" CONCRETE CURB 61 QUANTITIES LMIN. FOR 2 HIGH BERM DETAIL 4 SAND BAGS ESTIMATED EARTHWORK QUANTITIES (C.Y.) CUT FILL tow CUT ) 4.6 C. y _ .. . RAW FILL - • 205 C. y SHRINKAGE 10% 26 C y IMPORT TOTAL 225C.y zzS�.r D L GEOTECHNICAL ENGINEER'S STATEMENT APPROVED BY: LEGAL DESCRIPTION: 1 EA. °c O! �` OF COMPLIANCE s�'Wh >vto*4Z a^k LOT 10 TRACT N0. 24046. DIAMOND BAR, CA 250 LF '�� ` kk�p / *r. THIS PLAN HAS BEEN REVIEWED BY: OIM+lER: EXISTING 4' RAIL FENCE R, . -�.-�� 1418 E. tea STREET 2 EA. / Q AND DEEMED TO BE IN CONFORMANCE o SIGNAL Hitt. CALIFORNIA 90807 p, 10� , _ �. -� : _ :• DATE �/lc�/o / h,,,• f <�_ _ c. =.� WITH THE RECOMMENDATIONS IN OUR PLANS REVIEWED BY: - _410�' _ REPORT(S) DATEDJA,*1- It 2-01 PROJECT No GEaBC?� m ' `, N0. 00-019t REVIEW WAS LIMITED TO THE SITE ADDRE : / E;qX 6,30. f _: sr r GEOTECHNICAL ASPECTS OF THE PLAN '� o� 1 EA. S .}'� •. ONLY. WE MAKE NO REPRESENTATION AS 1621 DERRINGER LANE, DIAMOND BAR. CAUFORNIA 91765 1 EA. SOT tiG~ '_�- �:• TO THE ACCURACY OF THE DIMENSIONS, EChN = - MEASUREMENTS, CALCULATIONS, OR ANY .9a.0%0I(j V tow 1 EA. - ¢ ,� �`� PORTION OF THE DESIGN. _ °A�s"-` 1 EA, SOIL EROSION PLAN SOILS ENGINEER: ENGINEERING GEOLOGIST: �-=/PLANS PREPARED 8Y: �D T 3 EA. d°� FRANK C. STILLMAN CHUCK DOWDELL R'yIEwED 8Y: R.G.E. N0. DATE G.T.K., Inc. (IN THE CITY OF DIAMOND BAR) •_� 17231 E. RAILROAD ST. 17231 E. RAILROAD ST. Civil Engineers and Land Surveyors .► - CITY OF INDUSTRY, CA 91748 CITY OF INDUSTRY, CA 91748 8 880DRAWING NO. 13 L.F. �+ ' HONE: (626) 964-2314 PHONE: (926) 964-2314 Mon Benson Ave., Suite 100 3 DRN BY: JR CHK'D BY: CK SCALE:1 . to SET 1 I . P . - Montclair, California 91763 F'D SdcW PER TR,� 24046. FAX: (626) 965-3802 FAX. / 26) 965-3892 L.S. 3173 ASSUMED BENCHMARK —� (9 ) 949-1791 (F ) 949- 433 DATE: REVISED JOB NO. 4 OF 4 ELEVATION - 1250.00' 3 W, 7� G.E. 805 DATE C.E.G. DATE R.C.E. 13669 DATE i 05%09/2001 02:18:13 PM;