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HomeMy WebLinkAbout1.7-6250 Ph 9GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 28. PRIOR TO S17E GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCTION PVC MITERED DRAIN AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE, SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY OUTLET -SEE DETAIL 'B' APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PR /OR 3" DRAIN GRATE I ACCORDANCE W177-1 CITY OF BAKERSFIELD ORDINANCES. TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL N017FlCA7I0N ( SEE DETAIL "A" 0.5% MIN. SLOPE PIPE I 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. AT POSTIVE GRADE TO I 3' SMOOTH WALL DRAINAGE EMITTER. IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO PVC PIPE (TYP.) -� - � z PREPARED BY SOILS ENGINEERING, INC., FILE NO. 03 -10260 DATED TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK - - AUGUST 7, 2003, AND ALL ADDENDUMS THERETO. IN CASE OF DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). - - - - - - - - GRADE - - - - -- - A CONFLICT BETWEEN THE PLANS AND SPECIFICA77ONS, THE MORE IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NG/BREEDING SEASON I PTO DRAIN/ STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTIVITY SHALL TAKE I 0 - - - - - - - - 07:77 - - - - - - - - .................................... -Q 3 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY PLACE WITHIN 500 FEET OF A AC 77 V NEST. TREES TO BE REMOVED THAT / � I CONTROL DURING GRADING AND CONSTRUC7ION TO INSURE COMPLIANCE CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON- BREEDING SEASON I ! \ WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. (OCTOBER THROUGH JANUARY) I 1 ! \ 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL 30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ~ z W SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER �, °� THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND X52 2% Q 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH EVALUA7L�D 8Y A QUALIFIED BIOLOGIST PRIOR TO CONS7RUC170N. THE 1 - UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF I a UJ VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, FISH & GAME (CDFG) SHOULD BE N077FIED OF PREVIOUSLY UNREPORTED PROPOSED 0 INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS PROTECTED SPECIES ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE o a LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS �' HOUSE LINES NOT INDICATED ON THE PLAN OR FOR INFORMA77ON OBTAINED 1 5' MIN. W FROM OUTSIDE SOURCES (USA 1- 800- 227 -2600) 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED 1 _Z ^ DURING EXCAVA77ON AND GRADING AC77VITIES ON -SITE THE CONTRACTOR 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL J I III AREAS TO t OR - 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED 2% MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND I w ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS I a CORRECT THE GRADING AT NO COST TO THE OWNER. IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT of I rn 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GUIDELINES SHALL BE FOLLOWED AND 7NE TREATMENT OF DISCOVERED I a "!'ro GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES I / GRADE NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. I ` \ro DRAIN/ TO REMAIN. DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN -� 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION VALLEY UNIFIED AIR POLLUTION CONTROL DISTRICT REGULATIONS. OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED _ _ _ B. EXCA VA T70N - EXCA VA 77ON SHALL CONSIST OF ALL EXCA VA 77ON IMMEDIA TEL Y (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). z INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED I 3" DRAIN GRATE PVC MITERED DRAIN 3 0.5% MIN. SLOPE PIPE AT ANY EXCA VA 77ON SEPARATELY DESIGNATED AND PAID FOR AS A ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY SHALL SEE DETAIL "A' OUTLET -SEE DETAIL "B" INLET WITH 3" FINISH DRAIN GRATE GRADE CITY OF BAKERSFIELD 3" SMOOTH WALL KERN COUNTY CALIFORNIA PVC PIPE GRADING PLAN LEGEND FOR ABBREVIATIONS 0 3" DRAIN GRATE DETAIL "A" NO SCALE SEPARATE ITEM. ALSO BE NOTIFIED. I PVC MITERED TENTATIVE DRAINAGE EMITTER. 9. EMBANKMENTS - EMBANKMENT COIVSTRUC77ON SHALL CONSIST OF 33. THE CONTRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR I DRAIN OUTLET CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARATION OF POLLU7ION C0N7R0L DISTRICT (SJVAPCD) REGULA7701V V1ll, DUST I DETAIL "B" AREAS FOR WHICH 77-IEY ARE TO BE PLACED, THE CONSTRUCTION OF CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING I 3" DRAIN GRATE 3' MIN. (TYP.) -i R NO SCALE DIKES WITHIN OR OUTSIDE THE CONSTRUCTION AREA, THE PLACING GRADING AND CONSTRUCTION PHASES THE M177GA77ON MEASURES SEE DETAIL 'A" GROUN AND COMPACTING OF APPROVED MATERIAL WITHIN THE CONSTRUCTION TO BE TAKEN ARE AS FOLLOWS- DAYLIGHT NOTE: AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE A. WATER EXPOSED SURFACES (SOIL) THREE- TIMES/DAY. ALL HOMES TO BE CONSTRUCTED PLACING AND COMPAC77NG OF EMBANKMENT MATERIAL IN HOLES, FOR B. WATER ALL HAUL ROADS A T A MINIMUM OF THREE TIMES PER DAY. 0.5� ■ WITH SUBSURFACE LOT DRAINAGE cv I THE CONSTRUC7ION EMBANKMENTS, PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING C REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. MIN. I SYSTEM AS SHOWN. SYSTEM SHALL NECESSARY PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE BE INSPECTED BY CITY OF BAKERSFIELD AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE NOT BEING AC77VELY UTILIZED FOR CONS TRUC7ION PURPOSES USING WATER 12" 45' ELL. BUILDING DEPARTMENT. PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS WATER OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR 3' PVC PIPE 2 2' RAVEL INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR VEGETA77VE GROUND COVER. t0 PVC MITERED DRAIN EXCAVATION, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, PERFORATED OUTLET -SEE DETAIL "B" FOR SUCH WORK. LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF PIPE WATER OR BY PRESOAKING. k 0 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPAR7MENT F. WHEN TRANSPOR77NG MATERIALS OFFSITE MAINTAIN A FREEBOARD LIMIT TYPICAL FINISH LOT GRADING OF L Y IN ON DA TED JULY 2007, INSOFAR AS THE SAME MAY APPLY N ACCOR CCOR WI DANCE TH THE NOTES HEREON. IN CASE OF OF AT LEAST SIX INCHES AND COVER OR EFFEC77VELY WET TO LIMIT NSIBLE DUST EMISSIONS. AND DRAIN CONFIGURATION CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON THE NOTES HEREON SHALL TAKE PRECEDEN G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND /OR DIRT FROM NO SCALE CE OVER AND BE USED IN LIEU OF SUCH CONFLIC77NG PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS 3" USING TYPE ll CEMENT, AS IN ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESS/ VE STRENGTH AT 28 DAYS B) ASPHAL 77C CONCRETE SHALL BE TYPE 787, MEDIUM GRADED, 1/2' MAXIMUM AGGREGATE, AND IN77MA TEL Y MIXED WITH 5 -6 112% ASPHALT. NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE PERMITTED. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON MCINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF 8L0WERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD177ON OR REMOVAL OF MATERIALS USING WATER. I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE S1 7E A T THE END OF EACH WORKDA Y. J. CEASE GRADING AC77WTIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHALT- CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN EP EDGE OF PAVEMENT FS FINISH SURFACE VESTING TENTATIVE `� " w TIC TOP OF CONCRETE OE OVER - EXCAVATION V) z H FL FLOWUNE CL CENTERLINE FF FINISH FLOOR FC FINISH CONCRETE T R A C T NO. 6 9 0 •� ELEV ELEVATION GB GRADE BREAK >_ XFL EXIST. FLOWLINE FP FINSIHED PAD � XTP EXIST. TOP OF PAVEMENT TP TOP OF PAVEMENT w ch o k 0 Q EXISTING GROUND CONTOUR a: U FP. two0 PROPOSED PAD ELEV. Q B R I MI H A L L R O A D + 365.5 A3MT /AS- 9RADED PAD 8". cc .c TRACT 5 rust .� �0 Z PROPOSED ELEVATION Z'Q TRACT ° Immmay 1�8CaDa[.a vP tV W � � O + a OZ0 O 0..315% DIREC11ON AND PERCENT OF SLOPE " " > CT 582i as M M < FOR DRAINAGE > t 3 rn M m CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY LU s KM va wA" O < c(o a W /3' WINGS PER C.O.B. STD. ST -6. -+ O z ao N CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W TRACT �` e'. i r z 0O I W /3' WINGS PER C.O.B. STD. ST -6. J 625® `�t o` < D Al o LL U ® PROPOSED STORM DRAIN MANHOLE -c UNIT 9 �� �" Y.�`` a. e9«ta n a IL 00 = w CURB ONLY �i' w w a cA 3 CURB AND GUTTER •rO aRD�IE ~• `j �' (V w m EXIST. CURB AND GUTTER awl X`SN�1 ` jk Q m C W a'Ma� m o v - - - CENTERLINE OF STREET � ��`• N +.0' o aaaas e o - - - - - - - - PROPERTY LINE / RIGHT -OF -WAY L+ - - - - - - - - - - - PAD COMPACTION LIMITS 1` 10 - - STORM DRAIN "A" bi M KEY MAP TYPE CATCH BASIN WITH 3.5' WIDE OPENING UNLESS OTHERWISE NOTED SCALE: N.T.S. % EXIST. STORM DRAIN M ? v o n U UNIT BOUNDARY TRACT BOUNDARY JSj -- -- j SECTION LINE a 0 FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, ACCORDANCE WITH CHAPTER 33 OF THE C.B.C. I I DRAWINGS, OR OTHER DOCUMENTS 35. NO WORK SHALL BE PERFORMED INSIDE CURRENT CAL TRANS RIGHT -OF- 19 2p 21 22 23 24 25 26 9 loll 12 13 14 15 16 17 18 1 g 20 21 22 23 24 25 26 �.• � 12. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR WAY UN71L AN ENCROACHMENT PERMIT IS OBTAINED. 17 18 26 1 UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL I I 30 15 16 CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY 36. THIS PROJECT IS SUBJECT TO THE PROVSIONS OF THE NA77ONAL POLLUTANT I I 32 31 t McINTOSH & ASSOCIATES DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT" (NOI) TO / 34 33 WINGER STREET UNIT 5 ,,.JNIT 4 WINGER STREET COMPLY WITH THE TERMS OF 7HE GENERAL PERMIT TO DISCHARGE STORM I I > z 13. UPON COMPLE71ON OF GRADING AND BEFORE THE START OF WATER ASSOCIATED WITH CONSTRUC77ON ACTIVITY (SWRCS ORDER NO. 2009- I I n 29 7 '> < 36 I Q CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED 0009 -DWO AS AMENDED BY ORDER 2010 - 0014 -DWQ AND ORDER 2012 -0006- 1 12 0 28 27 8 ° 0 35 34 33 32 31 30 29 28 27 BY THE SOIL ENGINEER. BEFOREUTHEBBEGINNING OF ANY CONSTRUC RESOURCES CON 7ROL BOARD IN COMPLIANCE WITH I I 2 28 29 14 t3 11 = z 30 6 0 > 37 - -- - J 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA 77ONS PRIOR TO THE GENERAL PERMIT REQUIRES THA T A STORM WA TER POLLU7ION PREVENTION I I �� 3 �/�, D 5 Q Fig 20 21 22 23 24 25 BACKFILLING AND SHALL BE N077FIED OF ANY I7EM ENCOUNTERED PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE 10 27 10 Z -a 31 33 34 4 m 8 STABILITY SO RECOMMENDATIONS CANABE MADE BY THEFSONDATION DISCHARGER DURING HOURS. WASTE ISSUED BY 1 II / s 4 26 7 g D o 32 w �J UNIT 3 FOR \�0� 1 I I/ 5 J%� 25 9 -< L GRASMERE AVENUE \�GP�F. A �s ENGINEER. THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 1 II 12 a � q 0 ,� 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF 1 M 13 7 6 9�� 24 LAMBERTON STREET 2 1 ° 18 �lB�•,pT GPNN 10 9 �,�� BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED 14 7 3 f Z 17 ON h F 16. ALL SLOPES GREATER THAN THREE FEET IN VER77CAL HEIGHT SHALL I �, 1 WITHIN EXIS77NG ACCEPTED STREET RIGH -OF -WAY UNLESS SECURED 1 6 g 5 1 36 35 0 16 BE PREPARED AND MAINTAINED TO PREVENT EROSION. BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED 30 15 20 5 9 23 6 10 cr 17. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT- 11 ,s 22 4 9 11 5��� RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO 1 11 " 18 4 10 31 30 29 � 12 \ /�� 2 Z SHEET 2 HEREIN. ISSUANCE OF A PERMIT. ! 11 ® 21 3 O 21 3 O 8 13 17 22 ?8. CLEARING AND GRUBBING: REFER TO SPECIFIC EARTHWORK 38. DUST CONTROL I (f1 16 �� 6 23 °�� 11 �/F 20 ��� UPPER �¢ \ / �Ft�` 1 111 a� 29 �� 2 t2 19 JF. ASHENTREE �ql �s ' �,0 5 b6 �5 �� \ RECOMMENDA 1ION FOR CLEARING AND GRUBBING REQUIREMENTS ON CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) 1 " F�° 28 24 °� 13 y\ P ' LANE F/iF 6 �� SHEET 2 HEREIN. FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON 1 18 0��c� zs `� , 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS). REFER TO SPECIFIC SITE AT ALL TIMES. FOR THE DURA77ON OF CONTRACTOR'S OCCUPANCY i 27 24 ® 12 14 ��0 \ 2 �� 40 EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL OF THE Sl1F CONTRACTOR IS REQUIRED TO COMPLY WI7N THE I 1 1e 25 27 18 27 28 7 PRIVATE �/ v �9 0� 5g O PROVISIONS OF SAID PLAN. 1 �P�� 15 / ��` N 0 �9 REQUIRENMENTS ON SHEET 2 HEREIN. 1 I 26 tPE� 26 „ 17 1 PARK �� �Gp 5$ 60 20. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDA77ON FOR 39. STORM WATER POLLUTION PREVENTION I 20 5 f� FetiS $ 13 16 / UNIT Ni h� �- b FILL MATERIALS LAYERING AND REQUIREMENTS ON SHEET 2 HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU7ION ( 23 4 10 3 2 2 26 6 \0 , QO�� y6 �� 01 � PREVEN77ON PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, 1 21 6 °< 4 22 s 4 F� lyF 1a g5 L G 21. QUANT777ES FOR EARTHWORK PREVIOUS GRADING PLAN AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION 1 1 15 '� 2' 15 25 5 'Q `�4 7p 6 �6 EXCA VAT70N AND OVER EXCA VA 77ON - CU. YD. APPROVED ON 12/29/2004. CONTRACTOR'S OCCUPANCY OF THE S/7F CONTRACTOR IS REQUIRED 1 22 '� so 24 J� �ql j M 55 J° FOR THE WHOLE TRACT. I 1 �® 7 4 ifi 5 lb 23 7 FiQF 9 F�FO j1 0 Ls EMBANKMENT - CU. YD. TO COMPLY WITH THE PROMS IONS OF SAID PLAN. 0 6 O �. 0 /Q P GRADING STARTED ON 1 13 17 J 2 �\/ 8 4 10 -10 ON 0112005. 40. THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE 1 I z3 4 8 3 19 18 0��� 7 e F,� 7 21 2< �0/,,,, ORI VE 21 �OC'P 0g 5 EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR 7HOSE 1 13 0 8 20 / 6 OPT 3 1 2 0 6 QUANT777E$ ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES AREAS OVER 2% I z4 9 c�� 6 P g (21 19 19 / 4 5 ) � 9 2 NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CON IRA C TOR SHALL CONTACT THE ENGINEER 41. A N Y 17EMMS IN PUBLIC R1GH T- OF- WA Y THA T ARE DA MA GED OR DO NO T �; 12 5 10 ly �p 3 �,Q� �J� 10 1 2 3 gNTO� ° o � 6i SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING 1 0 4 i1 l�, 9 y 2 4 USE THESE QUAN77TIES TO BASE HIS BID ON. AND OR UPGRADING AS PER CITY ENGINEER. t1 3 �`\ l� 9� / 11 26 z P 13 12 O� 1`�0 �1�' 27 ST�� 12 1 ap 22. BUILDING PAD PREPARATION. REFER TO SPECIFIC RECOMMENDA77ON 42. COMPACTION TEST N07E' - COMPAC77ON TESTS SHALL BE THE RESPONSIBILITY 11 � 17 � � 26 F'j ,4 ON SHEET 2 HEREIN. OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF I F 25 23. PAVEMENT AREA S.- REFER TO SPECIFIC RECOMMENDA77ON ON REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 1 Q �I 27 , �� t 16 ' "L4 9� STOMFERRY AVE. 28 24 SHEET 2 HEREIN. 1 O I 34 2 �, 15 / O9 8 1 7 43. 24 HOUR NOTICE. • PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, 1 28 3z 33 N 3 � 14 / \ 2 -5 38 23 14 Q /0 1 6 OR 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES 11 3, S i 4 0 O 29 THE CITY CONSTRUCTION INSPEC77ON SECTION SHALL BE GIVEN AT LEAST 30 �/i G�� / 26 \ �L (/ SGT Q' 13 ,, '0 / i OR EXCAVATION FIVE (5) FEET OR DEEPER. 24 HOUR NOTICE. THE SECTION MAY BE N077FIED AT (661) 326 -3049. I W JI is 6 5 %t�� \ ��� I j 'a 10 //�// 11 S 25. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE I J Il ? r4j�' \ ,�(� 17 \ ��� 23 37 > 30 22 I / 0 1 9 J \\ �," ,� �, \ Q• �_ I 15 z 1 2 1 3 1 4 / MAINTAINED IN ORDER FOR 77-IE DIVISION OF GAS, OILS AND GEOTHERMAL 1 Q �L �� i F�` } rrr"' --- ° v� i I 5 ® 61 RESOURCES (DIVISION) TO INVESTIGATE THE CONDITION OF THE WELL HEADS BENCH MARK: i �� �'� i3 1 �` L_J 1 2L 1 36 Q 31 21 3 U IT B o1 AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE I I I �� {' \\ \ ,SIN (ERBJURN� STREET 1 m = t6 �� NI��_ 6 �J <�, 5� I I f " 14 1� - �- -- - - cc �-� 35 J �- - - 4 OLSON i , <o / THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND 1 �' I _ - -r e �� \ F -� -- �I 1- 1 21 1 � 32 20 w 17 _ _ _ _ q 7 THE PROPERTY OWNER. JEWETTA AVENUE. ELEVA 77ON= 365..33' (U. S G. S DATUM) 1 Imo- / i 8 Ti �1 ----� 34 a � 5 I - ��'�'(� P \`� j / 26. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING AC7714TIES, ALL i �� \ 9 1 �4 15 16 It7 16 9 I) Q i 18 F 7 J - ( 1 < 20 < 33 19 < 0 9 15 14 13 / CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF LEGAL DESCRIPTION: I \10 20 I J VALLEY FEVER. 1 I�I 0 � I- 1 4 3 2 6 w >> �� 0 / BEING A POR77ON OF THE SOUTHEAST QUARTER OF 1 °� 1g 1 22 23 24 25 I 1 0° o / 27. THE CONTRACTOR SHALL COMPLY WITH 7HE GUIDE FOR ASSESSING AND SEC77ON 36 TOWNSHIP 29 SOUTH RANGE 26 EAST M.D.M. • � ��21 2 5 1 r - -- 7 8 Q 29 M177GA77NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 10 2002 REVISION, 1 y 18 _ _ L.S. LOT LS LOT 28 / P ALSO BEING A SUBDlV1SlON OF A PORTION OF PARCEL 1 I � - - --_.I L� _ _ Ls. Lor Ls. LOT o '� GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED OF PARCEL MAP 10263 RECORDED IN PARCEL MAP I UNIT 12 F R E N C H P A R K -- AND RECOMMENDED FOR CONSTRUCTION ACTIW71ES WITHIN THE SAN JOAQUIN 1 17 - - - _ _ _ U_NjT 14 LA N E VALLEY AS FOLLOWS: BOOK 48, PAGES 59 -61. 1 i Z. / KEY MAP 16 15 14 13 12 11 10 9 8 7 6 5 4 3 6 7 8 9 10 11 12 13 14 15 16 t7 18 19 20 21 22 23 `ol \\)C / A MANUFACTURER MANUALS. ON EQUIPMENT AS RECOMMENDED BY PROJECT AREA: NUMBER OF LOTS: ( I 24 , B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF 2S , SCALE: 1"=200 TIME. UNIT 9 - 6.67 ACRES UNIT 9 - 28 LOTS 1 I PARCI-E 4 OF 26 2 j C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN HCP AREA: PREVIOUS GRADING PLAN 1 P.M. 99192 PHASE 1 �T. TENTATW PARC h MAP N® 11192 � LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. I P.M. BK. 57, PGS.13 -14 APPROVED ON 12/29/2004. I � D. CURTAIL USE OF HIGH- EMIT77NG CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCEN7RA77ONS EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS SPARE - THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. TO RETAIL ESTABLISHMENTS AT LUNCH. E. ENCOURAGE CONS7RUCT70N EMPLOYEES TO CARPOOL OR USE SHUTTLE GRADING STARIFO ON ON 0112005 SHEET INDEX SHEET 1 COVER PAGE /GENERAL NO TES SHEET 2 ASBUIL T /AS- GRADED GRADING PLAN /CROSS SEC77ONS DIG ALERT Call: TOLL FREE 1 -800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA WDID N0. 5F15C371707 G.P. NO. 14-40000080 CITY RECORDS NO.: } m V) z 0 w ch k 0 U Q .� �0 Z Z'Q e� tV W � � Q OZ0 v cy) as J� z I m cz LU 0 � w i r (n N LL 0 12 12 R/W 10' 26' 26' I 2 12' -18' 12' -18' W ti 12" 0 VEREXCAVA770N 12, VARIES VARIES (SEE GRADING NOTES) 5' S' FINISHED PAD 2' 2 I 2 oa 5 MW. 0 5' FINISHED PAD 2% I ` MIN q�\ /N I 5' SIDEWALK 12" 0 VEREXCAVA770N 3' SIDEWALK 5' SIDEWALK (SEE GRADING NOTES) EASEMENT 3' SIDEWALK PAD COMPACTION 5` EASEMENT 1 LIMITS I ROUGH GRADE LINE IS 10' PAD COMPACTION AT 0.3' BELOW FLOWLINE LIMITS SECTION A SCALE 1"=20' 3 TYPICAL ROUGH GRADING SECTION R 4� R 15' 1 26' 1 26' 15' -It 2� �W 8' I �W �W oZ a� I 8 z� z� a 2 12' 12'- 18" 12'- t8' 2,1 j: O_ 2 1 10. FS 5' S' VARIES I VARIES 5' S' 1 %Q� FINISHED PAD 2 S�AR1E5 AN I FINISHED PAD 2X I M . 12" 0 VEREXCA VA 77ON (SEE GRADING NOTES) I 5' SIDEWALK 12" 0 VEREXCA VA 71ON 3' SIDEWALK I (SEE GRADING NOTES) EASEMENT 5' SIDEWALK 3` SIDEWALK PAD COMPACTION 10' EASEMENT 10' PAD COMPACTION LIMITS I LIMITS R 1 _ 26' R/W 26' 1 I I 12 12' -18' 12'-18' 2.I VARIES I VARIES C~ 2 1 2A Z a NDSCAPE LOT.I 2X 5' 2z i` MIN PROPOSED 6" CURB 5' SIDEWALK 3' SIDEWALK ROUGH GRADE LINE IS EASEMENT AT 0.3' BELOW FLOWLINE 1 10' SECTION SCALE 1"=20 1 11, 3 TYPICAL ROUGH GRADING SECTION R R 2' I PAD I 1 ELEVATION 2% 2X I I EXIST. PA PAD ELEVATION 2x 2:1 SLOPE ELEVA 770 PAD EELEVA 77ON SECTION 2: 1 SLOPE N.T.S. 3 SEC'T'ION TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION N.T.S. 3 DIFFERENCE OF 0.3 FT. OR GREATER. TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS. ROUGH GRADE LINE IS R AT 0.3' BELOW FLOWLINE 2' I SECTION PAD SCALE 1 " =20' 3 i ?1 ELEVATION TYPICAL ROUGH GRADING SECTION '4Pf LANDSCAPE SECTION R R N.T.S. 3 IL /BUILDER'S FENCE 2, x I 2X " 21 ELEVA TON �P FUTURE WELL SITE SECTION N.T.S. 3 I 2, PAD ELEVA 77ON 12% ELEVA 770N 2 I 2 / PAD 2: 1 SLOPE PAD ELEVA TON V A770N 2.-1 SLOPE SECTION S�� N.T.S. 3 SECTION F 363. s TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION TYPICAL FOR ADJACENTvLOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS DIFFERENCE OF 0.3 FT. OR GREATER. 363.1 � 363.3 F � / 363.4 \` a� x363, 363.7 \ s 363.7 \ 1>_ \ / : SECTION C SCALE 1 " =20' 3 TYPICAL ROUGH GRADING SECTION R 2' I EXIST. PAD 2Z 2 ELEVATION D PAD N ELEVA T70N ,,"< 2: 1 SLOPE SECTION N. T. S. 3 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. R IW I I EXIS77NG �BLOCKWALL 3' 12' EI I EXISTIN SUMP 2% PAD ELEVA 7101V BOTTOM OF SUMP R EXISTING PAD ELEVATION 2: 1 SLG, SECTION N.T.S. 3 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS R/W I EXISTING �BLOCKWALL 2' I � 0 PAD ELEVATION ' 2. 1 SLOPE SECTION N.T.S. 3 R 1 26' I6' -12' VARIES 1 z I Z 0 i 2% MIN. 2: 1 SLOPE 5' WIDE SIDEWALK-/ SECTION LANDSCAPE AREA N.T.S. 3 CURB & GUTTER s l` 363.8 rA,gOO� N" ♦ / jam. s fG ♦ 3.7 363.7 \ ' y x ♦ / / \ � x363.7 , 363.8 363.7 '� mss. '�♦ tl'J ° / 12' -18' VARIES fL LOCAL ST. (PRIVATE STREET) 26' 18' 27 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TYPICAL PAVEMENT SCALE: NONE \13/ --dir-/ A SIDEWALK 2% SEE 4cD zMA x FRONT EDGE NOTE 7 C-4 OF SIDEWALK 0 TYP z J zuj 0O 000000 RETAINING Q gE 000000 c CURB (BOTH x 0000000 M co M 00000 SIDES OF 0000 0 RAMP) 00 000 O � 5'- 0 "OMIN 0 � 2% MAX SEE NOTES 10 AND 11 A CASE F GUTTER FLOWLINE 3 4 NE TOP OF RAMP 4' -2" MIN 3/4- ROUNDED, 1/4- SEE NOTE 9 � �1/4" 1j 1.59: MAX" 7.5% MAX SECTION A -A GROOVING DETAIL 0 OO C 00 0.45" A TOP iIAD 1.67" TO 2.35" CENTER TO 0 0 0 0 9" CENTER SPACING BASE DIA 00 (D (o R RAISED TRUNCATED DOME PATTERN (IN -LINE O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME 1 SEE NOTE 10 I I 3' SIDEWALK EASEMENT 1 oa I 2% MIN. ,= \-5' WIDE SIDEWALK LANDSCAPE AREA Ti = 4.5 R VALUE= 65.4 CURVE TABLE R c R/W LENGTH TANGENT DELTA 26' 26' 16.27' 8.14' 00'42'19" 8' I 8' I 15' L4 S70'57'03" 47.96' 12' -18' 12' -18' 2,I Lcu L4 1� RPES I2. VARIES CgN�SC VARIES 2 =� VPR1E5 ��S z As!" I PROPOSED z ? 1 3 5' I N22- 27'46" 9.70' 6" CURB' = 5 • FINISHED PAD INISHED PAD � a Q 2X I 2% Z� 2' 1 0 co) 12" OGRADING I 5' SIDEWALK 3' SIDEWALK 5' SIDEWALK 12" 0 VEREXCA VA 77ON (SEE GRADING NOTES) NOTES (SEE GRADING NOTES) EASEMENT J 3' SIDEWALK ''--' m co m ROUGH GRADE LINE IS EASEMENT AT 0.3' BELOW FLOWUNE 1 'AD COMPACTION 10' PAD COMPACTON LIMITS LIMITS R R 2' I PAD I 1 ELEVATION 2% 2X I I EXIST. PA PAD ELEVATION 2x 2:1 SLOPE ELEVA 770 PAD EELEVA 77ON SECTION 2: 1 SLOPE N.T.S. 3 SEC'T'ION TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION N.T.S. 3 DIFFERENCE OF 0.3 FT. OR GREATER. TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS. ROUGH GRADE LINE IS R AT 0.3' BELOW FLOWLINE 2' I SECTION PAD SCALE 1 " =20' 3 i ?1 ELEVATION TYPICAL ROUGH GRADING SECTION '4Pf LANDSCAPE SECTION R R N.T.S. 3 IL /BUILDER'S FENCE 2, x I 2X " 21 ELEVA TON �P FUTURE WELL SITE SECTION N.T.S. 3 I 2, PAD ELEVA 77ON 12% ELEVA 770N 2 I 2 / PAD 2: 1 SLOPE PAD ELEVA TON V A770N 2.-1 SLOPE SECTION S�� N.T.S. 3 SECTION F 363. s TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION TYPICAL FOR ADJACENTvLOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS DIFFERENCE OF 0.3 FT. OR GREATER. 363.1 � 363.3 F � / 363.4 \` a� x363, 363.7 \ s 363.7 \ 1>_ \ / : SECTION C SCALE 1 " =20' 3 TYPICAL ROUGH GRADING SECTION R 2' I EXIST. PAD 2Z 2 ELEVATION D PAD N ELEVA T70N ,,"< 2: 1 SLOPE SECTION N. T. S. 3 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. R IW I I EXIS77NG �BLOCKWALL 3' 12' EI I EXISTIN SUMP 2% PAD ELEVA 7101V BOTTOM OF SUMP R EXISTING PAD ELEVATION 2: 1 SLG, SECTION N.T.S. 3 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.2 FT. OR LESS R/W I EXISTING �BLOCKWALL 2' I � 0 PAD ELEVATION ' 2. 1 SLOPE SECTION N.T.S. 3 R 1 26' I6' -12' VARIES 1 z I Z 0 i 2% MIN. 2: 1 SLOPE 5' WIDE SIDEWALK-/ SECTION LANDSCAPE AREA N.T.S. 3 CURB & GUTTER s l` 363.8 rA,gOO� N" ♦ / jam. s fG ♦ 3.7 363.7 \ ' y x ♦ / / \ � x363.7 , 363.8 363.7 '� mss. '�♦ tl'J ° / 12' -18' VARIES fL LOCAL ST. (PRIVATE STREET) 26' 18' 27 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TYPICAL PAVEMENT SCALE: NONE \13/ --dir-/ A SIDEWALK 2% SEE 4cD zMA x FRONT EDGE NOTE 7 C-4 OF SIDEWALK 0 TYP z J zuj 0O 000000 RETAINING Q gE 000000 c CURB (BOTH x 0000000 M co M 00000 SIDES OF 0000 0 RAMP) 00 000 O � 5'- 0 "OMIN 0 � 2% MAX SEE NOTES 10 AND 11 A CASE F GUTTER FLOWLINE 3 4 NE TOP OF RAMP 4' -2" MIN 3/4- ROUNDED, 1/4- SEE NOTE 9 � �1/4" 1j 1.59: MAX" 7.5% MAX SECTION A -A GROOVING DETAIL 0 OO C 00 0.45" A TOP iIAD 1.67" TO 2.35" CENTER TO 0 0 0 0 9" CENTER SPACING BASE DIA 00 (D (o R RAISED TRUNCATED DOME PATTERN (IN -LINE O DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME 1 SEE NOTE 10 I I 3' SIDEWALK EASEMENT 1 oa I 2% MIN. ,= \-5' WIDE SIDEWALK LANDSCAPE AREA Ti = 4.5 R VALUE= 65.4 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 1 1322.00' 16.27' 8.14' 00'42'19" 363.4 ? / �;�,. �°� /�� 363.7 ♦ 'p 363.4 ap 363.7 363.7 X36° 1 / ? 10 / 364.0 `�j, ♦ 9a / `\ / 7-,V-- � 363.8 `J LS LOT / � �o \ 363.7. \ / �, i - 363.8 310 364.0 O `ir• `L y9° ` / 5 - - - - 363.4 a ♦ / �, 36 .8� 364.4 ` 363.9 �s �' 0 3 >s" �°R� • / \� y • I 2234 0'I * \ 363 9�` 11�A O .7 \ os¢ \ rx363.9 / \ x ` �� JO` / �s �\ / 363.9 �'\ 9° �� / , PAD COMP .5 11 \364.4 a ` P�' �eR` 363.8 V / / �, 363.8 ���OP `x 363.8 r LIMITS Fp .36 °k pI\ � W , 3640 ti ,� \� / I 23 w I 364.3 �x 363.7 ' / ` o ' '� / / ? ' I I 363.4 .363.400 S� 364.0 �� s / I I - - - - �� \ '�� y \ , L ±_ _ �f 362 + ,3625 $ s ,1� 364.1 - - - - 2 6 I 364.4 �� 3 /363.8 \363.9 3 364.1 0 , - 1 I a 22 i ; C'4 pPCS °N 364.9 "' j \ FP 364.10 ♦\ �s I 0000 N 3: FPK36260 " I _oy - - C'G �\.� ` 363.9 c�,P PCB' 3 `� \ O �� \ N 25x N I k - - S - w�-` �- x365.0 r i P �° v�\�, \ x _ 3 L� < 6�- - 3625 1. 364.0 $ 364 0 364 !' Rg - - 6oZ \� o� . , 4.0014 / F� ��a i \ - ' - --- ' - {PRiva OU RUNE ,, 21 G _ ` \ 8 364.9 \ r 9,�` a fP. a5 �\ " 3.9 / ko \\ 1 363.9 363.8 ¢ -� 363.6 363.5 363.4 x m 26 / PAD ON 363.2 2s' o' I t2o I 3 12 J• �� ;/ W I WITS I + I I I $� 5. 364.8 t4` ` 10 „� �� / 5'- /LOT I 15 16 17 18 19 I ct)� 4 \ / " y.� ;. - // bq,Q LS LOT ,� II FP. 363.80 i fP, 36360 1 FP. 363.50 I fP. 363.30 1 fP. 363.20 i2- - - - - 3625 00 363.4 363. \\ 364.0 400 A �s ii v \s I x I I 1 I x 11� A 20 v' u,i, g ao \f 363 y 363.3 cAFb i I I , V36301�� x363.6 x363.5 L3 i 117 3 364.9 x � 363.8 363.4 -0 V, \364.8 36 d .8 FQ° " x3629 �qRi v qc°�s / I I I I I I i I FP. 362.s1f 3625 -_N \ �, / x364.2 \ °� \ ���, �TSnO^'� ` � I - - - -- -- J -- - - I - I ` ; \ \ `a'� N ! �,.. i o �O�c I 3.9 , '02"1 - -- -' - - I " 362. 3625 02 364.7 2 FG c _' 363.6 , 5' 363.5 -`'� F 3.4 ' N88 2 W200� 3627 .� �; 4 x 363.1 $ 364.2 20 '\ 3629 L5 363.0 363.1 , 363.2 363. N \364.2 E 363.0 I c1� fp . • 1 - ' 19 .jm.80 i 14 . 364.1 83629 3629 I 3627 Z \ 0613% \ ' LS I LOT I I i = "' i I I i FP. z70 \O s• h ! / I 1 I y 1 �� � `� / � � I 363.1 I x363.2 I 363.3 � 363.4 I 364.1 ; \ \ 362.9 ti I x 1 0 1 �, l0 1 3626 _ _ _ _ 3627 x 1 F? .S Bo! 1 FP .r?� I 1 FP . 30 ' x 363.5 I 1 I 363.1 363.0 364.0 3� 363.0 I Fp 3�' / 363.9 � x3629 � VARIES AI_ \\ + I i s I I t E363 .0 / x x 363.2 I 0-6-091 I I I i, 36 9 363.2 363.3 363.4 363.5 X363.6 1�` o 363.8 - -- - - -- -- -- -- -- - - -1 - - -� x363.0 � � . -! ' �� � \ - - FRENCH PARK -- � � � Ir---- - --�__ - -- -- -_ _ -�- - _ _ _ _ _LANE ' , 363.5, ' x363.7 / - -- -- -- -- - -- -- -- -- - -- -- - - _ _ - :T.36,�so , Ix 363.5 *0316-3-.61 10 - -- - -- -- - -- -- -- -- I 363.6 * 363.7 * 363.8 *036-3-391 1 I I I * 363.9 i>< 3640 *364.1 *364.2 is 364.3 * .6 *364.3 ' 0 1364.4 LINE TABLE LINE NO. BEARING DISTANCE L1 N7447'25 "E 5.01' L2 N51'45'03 "E 46.13' L3 SO111'58 "W 15.00' L4 S70'57'03" 47.96' L5 S8913'44 "W 59.08' L4 N70'57'03 "E 47.96' L5 N0111'58 'E 15.00' L6 N24'05'43" 60.02' L7 I N22- 27'46" 9.70' NOTES 1. AS SITE CONDITIONS DICTATE, CASE A AND CASE F CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. ',. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0" WIDE BORDER MATH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWUNE. 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WTHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WLL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. SCALE: NONE CURB RAMP - DETAIL "B" PRIVATE STREET SCALE: 1 " = 50' - - - - 50 25 0 50 100 R =10', R =25' SEE DETAIL B CONSTRUCTION NOTES: THIS DRAWING O12' WIDE FLOWAGE AND DRAINAGE EASEMENT (TYPICAL) 1 PER DOC. NO. 0214163258, O.R. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ENGINEER. O CONSTRUCT HANDICAP RAMP PER DETAIL "B" ON SHEET 2 �4 TYPICAL CORNER- SEE DETAIL 'A" ON SHEET 3. O5 SEE OVER EXCAVATION NOTE. © 18' WIDE SEWER EASEMENT TO BE =10' 15' PA I I Y J I 3 0 I LOT SIDE Un I I5' SIDEWALK 6' I 11' DEDICATED TO C.O.B. WITH FINAL MAP. DETAIL "A" Q SAWCUT CURB.-SEE STREET P AND LAN FOR DETAILS. EXIST. TYPICAL CORNER ®CONTRACTOR TO VERIFY PAD WAS PROPERLY N.T.S. BACKFILL AND RECOMPACTED TO SPECIFICATION AFTER STORM DRAIN REMOVAL. OVER EXCAVATION NOTE AREAS INDICATED SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE. AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER ASTM D1557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN CONFORMANCE WITH THE BUILDING PAD PREPARATION ITEM ON THE GRADING NOTES IN SHEET 1. DIG ALERT Call: TOLL FREE 1 -800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I G.P. NO. 14-40000080 rn O M M 5 < 7 Ov O It z LL < J J < W C) po W J � W to O U) N D! W x m r m V) z 2) D) W < 0 M � (o o 6 Z 8 g w Y J 3 m m W Y U O U A2 J _> U U (� c� O a 0 W W N co 04 LL 0 a. .� 0 Z OZ� _j CD NNW � CID Q O Z� 0 co) Q J ''--' m co m i� �8 J W W N co 04 LL 0