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1.7-6758 Ph 3 & 4 (2)
GRAtaING NOTES: 29 1. ALL GRADING SHALL CONFORM TO 774E CITY QF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (2013 CALIFORNIA BUILDING CODE, APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING /N ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES 2 ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED 30 IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC., FILE NO. 04-10923 DA TED OCTOBER 21, 2004, (UPDATED FEBRUARY 2005) AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 3 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY 31. CONTROL DURING GRADING AND CONSTRUC770N TO INSURE COMPLIANCE WITH THE PLANS, SPECIF7CA77ONS AND CODE WITHIN HIS PURVIEW. 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES W17H UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND 32 VERIFY THE LOCA TION AND DEP 774 OF ALL UNDERGROUND FACILI TIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICA 7F D ON THE PLAN OR F OR fNFORMA TION C1BTAt NED FROM OUTSIDE SOURCES. USA 1-80 - - ( 0 227 2600 33. 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RE7URN AND CORRECT THE GRADING AT NO COST TO 774E OWNER. Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERA TI ONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE A D N SHALL PROlE CT CURBS AND 0774 ER OBJECT'S WHICH A RE TO REMAIN, 8. EXCA VA 77ON - A VA EXC 77074 SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCA VA77ON SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE I TE•M. 9. EMBANKMENTS - EMBANKMENT CONSTRUC770N SHALL CONSIST OF CONSTRUC77NG LOT EMBANKMENTS, INCLUDING 7HE PREPARATION OF AREAS FOR WICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES WI THIN OR UTSIDE TFi O E CONS7RUCTIO N AREA, 774E PLACING AND COMPAC77NG OF APPROVED MATERIAL WITHIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 7HE PLACING AND A TING COMP C OF EMBANK MENT MATERIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS•, PREPARING SUB -GRADE AT THE GRADING PLAN t E, CONFORM NG TO T7-lE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPAC77NG MATERIAL TO THE LINE AND GRADES SHOWN ON 7HE 34. PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR 35. EXCA VA TION, AND NO ADD177ONAL COMPENSA 77ON WILL BE ALLOWED FOR SUCH WORK • 36. 70. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W7H 7HE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT 37. OF TRANSPORTA TION, CURRENT EDITION, INSOFAR AS THE SAME MAY APPLY /N ACCORDANCE W7 1.74 INE NOTES HEREON. /N CASE OF CONFUCT WITH THE STANDARD SPEC/FfCA77ONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED /N LIEU OF SUCH CONFLIC77NG PORTIONS SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A) ALL CONCRETE' SHALL BE CLASS B` AS IN ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENG7H AT 28 DAYS B) ASPHAL 77C CONCRETE SHALL BE TYPE S" MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE AND IN77MA7ELY MIXED N9TH 5-7Z ASPHAL T 11. IN THE EVENT CONS7RUC77ON STAKING BASED ON McINTOSH & ASSOCIATES' 33, PLANS, DRAWINGS. OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER F7RM, MCINTOSH & ASSOCIA TES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR 07NER DOCUMENTS 12. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR 9,0 UNAUTHORIZED CHANGES TO OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRI TING, BY MCINTOSH & ASSOCIATES 13. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION A F INAL SOILS REPORT SHALL BE PREPARED 41 BY THE SOIL ENGINEER. 14. THE SOIL E N NGl EER SHAtL RE VIEW ALL EXCAVAn l ONS PR OR TO 42. BACKFILLING AND SHALL BE NOTIFIED OF ANY I7EM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDARON 43. STABILITY SD RECOMMENDATIONS CAN BE MADE BY 774E SOIL ENGINEER. 15 CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 44 16. ALL SLOPES GREA TER THAN THREE FEET /N VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 17. IMPORTED FILL MATER/AL: REFER TO SPECIRC EARTHWORK RECOMMENDATION FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET 2 HEREIN. 18. CLEARING AND GRUBBING.• REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET 2 HEREIN 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR AREAS TO RECEIVE FILL REQUIREMENTS ON SHEET 2 HEREIN. 20. FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDATION FOR FILL MATERIALS LA YERING AND REQUIREMENTS ON SHEET 2 HEREIN. 21_ QUAN7777ES FOR EARTHWORK EXCA VA TION AND OVER EXCA VA 77ON - 49, 045 CU. YD. EMBANKMENT - 30, 732 CU. YD, QUAN n TIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN77CIPA TED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 7HE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE THE CONTRACTOR SHALL NOT USE THESE QUANTITIES TO BASE HIS BID ON. 22 BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDA77ON ON SHEET 2 HEREIN. 23 PA VEMENT AREAS.• REFER TO SPECIFIC RECOMMENDA TION ON SHEET 2 HEREIN 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCAVATION RVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO 7HE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIWSION) TO INVESTIGATE 7HE CONDITION OF TIME WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO 7H£ PROPERTY OWNER. 26. AT 7HE INITIAL CONSTRUCTION MEE77NG PRIOR TO GRADING AC77W77ES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND MITICA77NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIV4nES WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS• A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTIRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH-EMIT77NO CONS7RUC770N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRAT70NS EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE - THE -AIR" DAYS AS DECLARED BY 774E SJVAPCD. E, ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 28. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCRON SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMIT -TED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING THE APPLICANT MAY BE SUBJECT TO SPECIAL N077FICA77ON REQUIREM€NTS' TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH '•P7EMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NG%BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONS7RUC77ON ACnWTY SHALL TAKE PLACE KITHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER THROUGH JANUARY) THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROJECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE' AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNAN77CIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFVS. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA7701V AND GRADING ACTIVITIES ON-SITE; THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF AC770N. SALVAGE OPERATION REQUIREMENTS IN APPENDIX K OF 774E CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TIREATMENT OF DISCOVERED MA77VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULATIONS OF THE AMERICAN HERITAGE COMMISSION. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIATELY (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN 774E ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY SHALL ALSO BE NonF1E . D THE CONTRACTOR SHALL COMPLY W17H SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION 1411, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIF7CALLY DURING GRADING AND C TRU ONS CTION PHASES. 174E MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS: A. W A TER EXPOSED SURFACES (SOIL) THREE- nMES/DA Y. B. WA TER ALL HAUL ROADS A T A MIN/MUM OF THREE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING WITH A TRAP, OTHER S UlTABLE COVER OR VEGETATIVE GROUND COVER. E. CO NTROL FUGITIVE DUST EMlS SIGNS DURING LAND CL FARING GRUBBING ,SCRAPING, EXCAVATION, LEVELING, GRADING, OR CUT & FILL OPERATIONS WITH APPLICATION OF WATER OR BY PR ESOAK/NG. F. WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INC HE5 AND COVER OR EFFECTIVELY WET 70 LIMIT VISIBLE DUST EMISSIONS. G LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROAD WAYS A T 174E END OF EACH WORKDAY. (US€ OF DRY ROTARY BRUSHES fS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WET77NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER. L REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH WORKDA Y. J. CEASE GRADING AC77VI17ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ON - E HOUR PERIOD . K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING /N ACCORDANCE WITH CHA TER P 33 OF THE C.B. C. NO WORK SHALL BE PERFORMED INSIDE CURRENT CALTRANS RIGHT-OF-WAY UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. IF THE PROJECT !S SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WI7H THE TERMS OF 774E GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED N9TH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-0009-DWQ AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED KITH STATE WATER RESOURCES CONTROL BOARD /N BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTON PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC DURING NORMAL CONSTR UCTION HOURS WAS 7E DISCHARGER IDENTIFI CA TION WDID NO. 5F15 ( ) C366301 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. AN OP EN STREET PERMIT SHALL BE OBTAINED FROM INE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXI5nMG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ES77MA7E FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON Sl TE A T ALL TIMES. FOR THE DURA TION OF CON7RACTORS OCCUPANCY OF THE S/7E, CON7RACTOR IS REQUIRED TO COMPLY WTH 774E PROVISIONS OF SAID PLAN. ,STORM WA TER POLLUTION PREIFEfi d CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU7ON PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S/7E' AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY N9TH THE PROVISIONS OF SAID PLAN. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS T7-lE SIDEWALK FOR THOSE AREAS OVER 2% ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. C P oM Acno N TEST 7407E ACTT COMP ON TESTS SHALL BE THE R SI IU ESPON B TY OF THE DEVELOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERM/NED BY 7HE CITY ENGINEER_ 24 HOUR NO77CE.• PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPEC77ON SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED A T (661) 326-3049. VICINITY MAP NO SCALE PROJECT AREA: - 28.54 ACRES BENCHMARK DISK STAMPED - O 1157 RESET 1969 AT OLD RIVER, AT THE JUINC770M OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CUL VERT B 11.44 OVER S77NE CANAL, 19 1 f2 FEET NORTH OF 7HE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOU7H, 64 FEET EAST OF THE CENTER UNE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH 774E HIGHWAY. ELEVA77ON = 343.30 (USES DATUM NA VD 88) BASIS OF BEARINGS• 7HE BEARING OF N. 89V4'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.3D S, R.27 E- AS SHOWN ON SURVEY INVESTIGA 77074 MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. POR77ON OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M.; IN THE CITY OF BAKERSFIELD, COUNTY OF KERN_ CITY �F BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PLAN TRACT 6758 UNITS 3 & 4 W.D.I.ID. N0. 5F15C366301 1�_ G.P. NO. 14=40000090 .. . -_ r -- -_ __ -- - -- -- -- -- -- -- �� - - -- -- .. _ x. - -_r_a _- . . . <_ _ - s I x , , ., - _ _.. - _._ , _ ; - t. - - _ w _ , �. _ _ - , _: `. . -- . __ _, _' : >-: , Q ►, -. _ - r ¢ ;; ", _ ..: . _. �, I - - , Q� ; ,.. i : ... -_, L.LA. 740. Ob 0963 18' .i �eR cERnFa arE a M A J N E \' U >♦� 7 AVENU E - - ... I .. ," ,- OF COMPUANCE H LED AS _ .-, - - W < - - -- -- S w .- •--- ..._. -.. . DOC. 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FLOWUNE EVC END VERTICAL CURVE ■ ® ASBUILT/AS-GRADED PAD ELEV.� t z FP 100 00 PROPOSED PAD ELEV. W W Z r� f PROPOSED GUTTER FLOWLINE ELEV. r,�� W . EXIST. TOP OF CURB ELEV. �Ff= I�, C2 - - EXIST. GUTTER FLOWUNE ELEV. z #i w 7 �ROPOD LANDSCAPE ELEV. v 7, k 0.31 3fRECTION AND PERCENT OF � 5z Q COPE F�2 DRAINAGE � _, � J �Il 110 4.1 I I' ® ROP05ID SURVEY MONUMENT 1, � I 1 © PROPOSED SURVEY MONUMENT �11 IT_OVVLINf f _. i EXIST. FLOWLINE rn a r1 E r - - t�3�ITERUNE OF STREET E � o � - - - - PROPERTY UNE/RIGHT-OF-WAY k � r� � - •- I 0 z Do co - - - - - - - - - PAD COMPACTION LIMITS U © � z Z L� I o ¢ _ ----------------- fUTURE FLOWLINE J Lam! w U 00 - - D NORM DRAIN z D0 w �0�_ w TYPE "A" CATCH BASIN ' � w co 3 VATH 3.5' MADE OPENING O I'- _ UNLESS OTHERWISE NOTED o 11 . _ EXIST. STORM DRAIN w m o x z 3 U --- - - - D -- FUTURE STORM DRAIN m m ■�ns.f����l�����ar■ PHASE BOUNDARY -` 1 CONSTRUCTION NOTES 01, -_ \' I, PIPE SIZE "-"o, ° 4UTIUTY: S -SEWER .j d D GRAIN r \ =� \J ��\ C2 4)/ SECTION DESIGN TION: 7 r�ZI ,'' g m ,I �, F _; Q) �� SECTION LETTER 4 < �d - L--- -- - A zx I C, b 2 , .Al SHEET WHERE SECTION IS 3AOWN ---' , , 1Slos7l - -' __ -. LJ I o __- , I--� ; . -� - . z= ` f -�----�---E---- TYPICAL �I N i SH LOT GRADIN G 1;� !,': 60 : 61 : 62 163 '1 - z,I 30 31 ; 32 33 f 34 35 36 F 37 , , r 1 , I, .O __ �. . :' '3f �39i 40141 r42r '.: L,I AND DRAIN CONFIGURATION L ! f �_--i--LJ__ 000` 1__ L__L_�.-L._�---�_�-_� - _ �_ - - _1 _ _..._ N O -- _- t ;n E -P R 0_V IN C E_T W N t' �..- 1.0% MIN. SLOPE PIPE I SCAT_ 1 3" SM 00TH 'HALL AVENUE _ - "- - Lt_) �I j� - z AT POSTIVE GRADE TO �(};~'` Z j w - T- -- -- > - - 1 PVC PIPE (TYP_) co - �t zn I Iii DRAINAGE EMITTER. ' ASVIN UE _�__ h I �1 T IT `� _ x 59 58 , 57 56 55 54 53 52 51 R� ¢ 50 49 48 4 46 45 , 44 , 43 ; �, - o AVENUE. I -- - - - - - - a GRADE - - - - - --- - - - - - I _ M TO DRAIN r CL L -J 1, L r f, 6 ,, 1 Q - 1 r ri 1 _ 1 1 �, ` ., F: 3 Y I 1 =J (�,(��] # >j 7" . ,I , ,r i, .r 1' i S 1 - I" �4 26 7' �" 2 Z 29 •C:T�. p7; �" L� ! i G. _ t6 .1' , 30 v ; i - LrJ r 1 I , _ �- I , , L'. CC _ _ _, �, Q I--, I \ f I _�_ V J �1 rr=-- _ - zv. I 3 DRAIN GRATE �_ __, _ _. . z "" .. A i- w w _ _ _ '�c� I ETAiL A A' ..�_,_ EE � S z �, i� U ,, ,`' ,, ;• ;, 'moi'-�- - : � - ----�� 1 i."A; -- - - - - }, gl PVC tdITERED DRAIN - .,: ,- - p r 1- 3 ST -- . - _ OUTLET _:EE OETA(L "B" r ,.-� _. } ;,-, �" . - r, i , To BE A 2% Ail v E Nf U E ,,:,- r,,.I. 1, :,V. �:. �- 1. ,, I �- r W :' ". r r U -' NIT 1. 2 . _. . , 4€s 44 .4 4� ' : . 35 :3 . I'. �,fi _.. ..: Y - ,; .- I ,�, ,i,. I 1: �, - I- r ;1: '1' i, .j .'fY 4R 1 _i, { I d• tL 1 i Y2 . i 1 I 1 I 1 1 t r I , A` s 4 1 z. . i. 1 1 '' U, / 0 I� O U S E 4 } 5 j'% / `� 9,","IT ' .�1 , fit ��i'` _ __ alp _, - - r ;> _ I z 5' MIN. ATCEi. �� AREA OF ANSI �- "' `-: TE aEs•-uReaNeE ! ' N� �x �. - r .: i z , �, :'_' "_ � '1 , / -I �I . � RAIN - _ .__..___ $ '� ' STORM D. a 29e _ . - . -T=r x ->---Y -r- - I W I NOT A PART I I ' I I I I I \(��� r�--�-� _��-------'7---j-F-T--F7--T--]--�----F-I-T-T�j-_T-�~-T_�i~�_T_T��-T- ~I--����- _____ 7 ��+ r,rlPfrlr '\(_-r1\0, 6.59 II `\\ \ I I I // \ i I I I ! I( , ~, I/ I I I ['� I F I ; f t 1 t 1 t + F f I f 1 k'`_ /'� \\ \\\ 1 11\1 J jJ A PAR r) 1 I 1 I I I I I I I I/ /� /� ' ' "' �'1' AREA OF ONSITE DlSTU�?BANCE NUMBER O LOTS• AREA OF OFFSITE ©lSTCIRBANCE UNIT 3 - 5fi LOTS UNIT 4 - 38 LOTS TOTAL - 94 LOTS SHEET 1 COVER PAGE/GENERAL NOTES SHEET 2 GRADING PLAN SHEET 3 GRADING PLAN SHEET 4 CROSS SEC77ONS AND DETAILS TRAFFIC INDEX TABLE ROAD TI LOCAL STREETS 4.5 KEY MF,P HCP FEE MAP 0 SCIALE: 1 "= 200' 1107£.• HCP FEES HA if BEEN PAID FDR ALL UNITS OF TRACT 6758, TOTAL ON.317F AND OFFSITE DISTURBED AREA FOR 7R 4 C TS 6757 & 6758 = 67 ACRES z I O .c 0- i�3 F F -- I ' i \� / - � I ._._,_ _._._._._._._._._ _ _ _._ _._.-• •-----_•_•- •- - -._ _ _ _ _ _._ __-----•- \ r I--- -- -- -- - -- --------- -- 1 3" DRAIN GRATE 1.0% MIN. SLOPE PIPE AT P/,, MITERED DRAIN SEE DETAIL "A" POSITVE GRADE TO OUTLET• -SEE DETAIL "B" DRAINAGE EMITTER. 1 3" DRAIN GRATE 3' MIN. (TYP.) - } F SEE DETAIL "A" p GROUN DAYLIGHT-� 1.0% MIN, 12' 3" PVC PIPE INLET WITH 3" FINISH DRAIN GRATE GRADE 3" SMOOTH WALL PVC PIPE--� 3__' QRAIN GRATE DETAIL "A" NO SCALE IVIG ALERT Call: TOL!_ FREE 1-800-227-2600 AT LEAST TWO DAYS i BEPoRE YOU DIG UNDERGROUND SERVICE ALERT OF' SOUTHERN CALIFORNIA :'. ; , 11' - l LJ r z 'Q I 11 I�j I', f Ili m � - in OUTLET -SEE DETAIL "I3" � 1 W Z DETAIL 'B" NO SCALE NOTE: 2 = 15 1 - co ALL HOMES TO BE CONSTRUCTED 40 I WITH SUBSURFACE LOT DRAINAGE T SYSTEM AS SHOWN. SYSTEM SHALL ` I ------F""" I- 0 I-� .J , .� CTI I _> i C c e i i -- 12 e .�-- --F Z11 "� :, j `'-' z 'Q I 11 I�j I', f Ili Z �. � - in OUTLET -SEE DETAIL "I3" � 1 1 W Z DETAIL 'B" NO SCALE NOTE: 2 = 15 1 - co x--45' Etl O 2 GRAVEL I�j Q Ili PVC MITERED DRAIN --' � 1� OUTLET -SEE DETAIL "I3" < '00 < �� I�j Q PVC MITERED Z .Q c0 0 Df�AIN OUTLET W 1� a DETAIL 'B" NO SCALE NOTE: J 1 - co ALL HOMES TO BE CONSTRUCTED 40 0 WITH SUBSURFACE LOT DRAINAGE ; SYSTEM AS SHOWN. 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