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HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 36 Precise Grading OrM CITY OF T.■�rwyl�'.._�M 1 EROSION CONTROL NOTE 1- Erosion control is required for grading operation during the rainy season from October 15 DE4SCR 1 1 ON CITY OF TEMECULA to April 1 Approved is required for all rough grading. GR-A1jJNG PLANI-jEGAI-4 ENGINEERING DEPARTMENT 2. in case ofemergen� ll OWN i�A)EV +:LOPER: IaAI 11*0L 910.14ING A I) VIS1ON OF PAI4.!'J'# / 36, Li*GIINI) of • n firm .1� 11O1VN 13'�' ��1�1I ON 1�'II,I�: IN I'�1ltt.'1+:I, i�IM) GRADING NOTES (Responpibl PersQ ) �• 1� ""' � • • - � �� � : . ,.. �' 7 +' +' ' i� PROPERTY LINES ( Y . L. ) • - 0 -� t l 1O1)1) SIN-It)N 13 01%" I, I AG Il'08 11 ICE, It l•( .OIZI ED IN It IVE"11SI MIJ, Is Grading Plans � �► For Rough �r Precise � g at 3�7ti(� N. Cxl�;i�f l�`.It:1I/ 1�:1�;�1►I�N1�:1' Itl�►. �'Ot iN•I'1', (':11/I1�'OI�NI��• - � EXISTING CONTOURS PLEASE ADD CHECKED NOTES BELOW (2A»Noun Phone Number) .I.E,NIIC.,UI,A0 ("A 921.0591 The design civil Engineer will supervise erosion control work and insure that work is in 1'11()N E (909) f��•1�H73.1 ASSr�:► SOR'►�.7 ��`��►���+�L .• =� == ~�-•~ DAYLIGHT LINES s 1. All grading shall conform to the 1998 California Building Code, Appendix Chapter 33, as accordance with the approved plan (if required by the Department of PubliclNorks)N amended by Ordinance 99••23. , r � �. , . . -4-•� ---•-� «- � FLOW LINES ( 1 /o r!1 ri . ) (i' . L. ) R 4. Equipment and workers for emergency work shall be made available at all times during � � ! ; 'a:+7-3.1()-t)()�-3, li I ti 1l.12��11)I�. (.()t- 1 � and drainage swale slope shall be = •1%. Drainage swales shall the rain season. Necessary materials shall be available on site and stockpiled at 2. Minimum building pad n g P y s 2 : 1• BANKS • • 1 r • • • • cut or fill convenient locations to facilitate rapid construction of temporary devices when rain i ,.tea �i .� be a minimum of o.2 deep and be constructed a minimum of 2 from the top of u conv c)N t_� � L0 c'11�:1.O 31J C �i' 'fr' P : : Slopes. imminent. 5r Devices shall nel be moved or modified without the approval of the Department of Public ] . -.r.. 3. Maximum cut and fill slope ---2.1. 1�:1i�1('llO t':11,II+C)1xNI�1 1�`'�1"I'I�:IZ I31�'I'I�I('.1, y. l l I G Works. "I ��►C_'1�1� (,1�.. ;+.i)? i�( tt l+.`� -iti l/f, 101110 MAP SEC ZI), I. 1 ►�., 1Z. 2 NV. ° 5' wide 1' high berm or-ec uivalent along the top of all fill slopes over 5' high. shown shall be in lace at the end of each working day L./° wi s �. Provide � g 1 g I' • s L U 1-1 ' .� Y �. All removable protective device P when the five (5) day rain probability forecast exceeds forty (40) percent. �. � revision of a competent soils engineer who shall ,r- , . , � . , . , r , EItL'1;nlhi•tNG wnLL ( R . W .5, 1 1 All grading sl~�all be done under the sups p g• � and ��,► � �.�I�1►� ��.� L��� � �-� � ��N I r � � BENCH� -_ _... that all fill has been-properly laced and who shall submit a final compaction 7. After a rainstorm, all silt and debris hall be removed from check berms, slit fences, MARK: certify p desiltin basins, etc. A/�,/ RIGHT OF W n Y report for all fills over 1 deep. g ('t i"I' a3l00 ('t i. Y Ds. N 88"311' 23» NV. PItC)I�ER'I'��' I/I N 1!; • g- Graded areas around the tract perimeter must drain away from the face of stops at the I�'1I.I[ hm C't i. Y1)�. 1�1) 1 II.1" i. I'. •I'�1t.t,1+.1) l�.(_�.1+,. I�1 iG 7;vt/. rrUY Ut' WALL 6. A registered Civil Engineer shall submit to the City of remecula s Engineering • • • conclusion of each working day. certification of corn letion of rough grading in accordance with the E moo Cut I DS. 111.0 P. N 1. 1/4.1-46 FI/t iSI I Department a written p g g g j �1r_ approved grading plan prior to issuance of the building permit. Certification shall be to . TOP I,' U L' FOOT 14�V • 9. The Developer shall be responsible and small take necessary precautions to prevent line, grade, elevation and location of cut fill slopes. public trespass onto areas where impounded water creates a hazardous condition. NCB"I"E: P () +•: ��,,. '1'U I' OF CURB 7• Provide a brow ditch, designed to handle 1 Cigyr Q Storm flows, along tap of cut slopes. iltin basins are to be constructed as grading of individual grading ,areas are _ 'I'1•II8 I AN I S"I'I��IATI; (-.)NLYI . .r�t`C.'[.►1Zr1C'1' g 1 n. Des g t�)I: Q�UANTITII`SC:'t1N 11t�)"I' l T; c_xt J,•1!�: F1NtSHRI) SURt�nCE complete per rough grading plan. ,, . . . ; . . . , f , F.F. 11,111i f.S I IN4A I f`fI.) QJJ.1N I I I II_,S I_)C� Nt_�1 1 AKI' IN ALI, I Al) 1 I ANI� ,b�Uf11_•1, I�I..I,ti v1 I It:�N 8. Final compaction report will be required for all fills greater than one foot. � . . . - , - , , . _ . , � �'.�; FINISHED FLOOR he right to make changes or rnodrncations to C.t_)NS11)f,'RA*1 I0N ANC 1 t_�I' St_ II-, 1�1;i1Ct��ti�.�1I, t)IZ �11 1; �1`� ►[J11�11,1_) 1 t_) l ie C�INISI110 l.) C�Itf lAt' 11. -rile Department of Public works reserves t y U _ 9. All grading shall be done in conformance with recommendations of the preliminary sails this plan as deerned necessary• t_�•I'I-11i R C.ONIATIc_)NS NI�11" 1-,NC'(�[_�N`I ER 1)URING AN1) SI 1AI J, BE IN,�I'I-,t�"1'1L1� I3�' "l'I-If. 9 ; i . . SHEETING/ NATURAL DRn lNAGE 3 CJI�;tiI_)INCx. CIVIL 11. I.NC.xIIrjL,I.�IZ t1 I FINAL C_x1�.1I)IN�_r. � _ ~~--�-�►' investi ation by _ �c:', � dated .---� ?__ ,• Two sets of the . � ion on this Ian is for erosion control only. All other information is subject to Department which shall 12• Inforrna t p � ed to the Engineering "real cam ac,tian re art shall be s� bmitt p � d,� IZ.t t��-tt n 1� VELOCITY IZ l:l)U G E:It final P P • that grading has been change. ficatlon �► ( 1�� li�� ROCK ) • include foundation design recommendations arid cells g 9 ' drone in conformance with the recommendations of the preliminary soils report. • requiredmanufactured slopes prior to permanentNotes. ;Mer l to be determl*ned 3• Temporary erasion protection is for man f p p P 1 P y •.� planting. c shall notify the Engineering Department at least 24 hours in advance by 16. The contractor � y .� g p -. rec uestir�c finish lot tads and drainage inspection. -�f�is inspection must be approved Areas shall be maintained in such a state that fire access shall be maintained at all times I .� g 1�. prior to building permit final inspection for each lot. (including access to neighboring properties). Phone: (909) 694-64`11 truction or disturbance of natural drainage courses or existing storm drain inlets Engineering Department Pho 15. Na abs shall occur duringthe raining season, unless adequate temporary/permanent drainage - . . facilities have been approved and installed to carry surface water to the nearest practical - .. . i 1. Cut slopes equal to or greater than 5 in vertical height and fill slopes equal to or greater _� /:�• I�J�'C�'' i► �Q /cam' ► ! � r' ' vertical ' shall be planted with grass or round cover to protect the slope street, storm drain or natural water course. . than .� In vertical height h II p g g from erosion and instability in accordance with City Development Code Section 17.96 " NVERCVr AND RECOUPACrION RECOMMEWDArIONS ..�. .., ,. al of final •- (cornI dustrial prior to the approval • 60010 . . la/In 0 17.n6merc -ec i nPP00000 residential r � ) p # 4 1�. The Developer shall conduct his operations in such a manner that storm runoff will be �r• r ► - inspection. so . channeled into the storm drains stem which serves the contained within the project or ch y , f from ore area small not be allowed to divert to another runoff ���t�r°! �fvcrr� `•"'7 .. . . runoff area. Storm runoff • , .,, I e placed on existing round antis the round has been cleared of weeds, , . 1,Z. No fill shall b f ,� g 9 � Prctor��d Pad �"'leir�ia�r ,� : '�" ' r arid other deleterious material. area. o soil r debris t �linrnum 17. Conformance with the requirements of this plan shall in no way relieve the Developer , 4 AA responsibilities to this site and adjacent rc� ernes. Temporary erosion control . d the terrain must be from his respon j P p .� h/in1�Ur�r :. '�- ��� r . .._ ... .. 13. If steep sloping terrain occurs upon which fill is to be place • -- shall consist of, but not be limited to, constructing such facilities and taking such and benched into firm natural soil for full support. Preparation shall be ater, mud and erosion - cleared, keyed, PP • measures as are necessary to prevent, control and abate w , Engineer prior to placement of fill material. properly as a result of the construction of this project. ' approved by a Registeredg p P damage to public and private pr p y P 1 .. -i. NOW- 0 .1 */2 • construction of permanent drainage constructed prior to October 1 shall be treated for erosion control prior to October xVea ry Be Compoc /'�o �'�"�i�� o.--as 1�. During rough grading operations and prior to c n p g 1 t3. Slope cons p . • �- • ant ondin water and 15r Slopes constructed after October 1 shall be treated for erosion control as the .f n structures, temporary drainage control should be provided to prey p g P . • • progresses in increments of 25 feet or less measured vertically. e,017 .. damage to adjacent properties. construction of slope prog g j p p TYPICAL ?E/L L 0 VER NA TU 5LOPEAIL -. •19. Fill areas while being brought up to,grade and during periods of completion prior to final cur ro Fla �p,,�0,� 1�''�,,�NSj,�"/QN) _ : 115. Dust shall be controlled by watering or other approved methods. r grade, shall be protected by various measures to eliminate erosion and the siltation of - • f downstream facilities and adjacent areas. These measures may include, but shall not be Natural Cw de 15. All existing drainage courses on the project site must continue to function, especially g limited to: temporary downdrains, either In the form of pipes or paved ditches with r Proposed �''rla� `/eYr�/lofl during storm conditions. Protective measures and terporary drainage provisions must protected outfall areas; graded bermes around areas to eliminate erosion of fill slopes by . . . �`.�' Proposev C�rnp�rc%c� ations• runoff; confined ondin areas to desilt runoff, temporary check dams-ire toe of 0' �linl�rw�n • be used to protect adjoining properties during grading apex surface n p g _ ,�-, slope ditches to desilt runoff; protection such as sand bags around inlets which have not A.: , �A6 /v/� ,� yU,•� L e -- . • u to c rade' and earth berms and appropriate grading to direct drainage - �'�• �'• r'r been brought � � �� � 54,0P' calculations with a factor of at least one and five-tenths 1.a shall be submitted b g p 17. Stability calc � ) • . �, awe from the edge of the top of slopes shall be constructed and maintained on those fill �lll�nu� '" b ;ails Engineer to the Engineering Department for cut and fill lopes over 3() in y Y areas where earthwork operations are not in progress. �"�'` _ vertical height. Poo/f��` ,� led g rev Tv � Compacted ��; �`�` � • • �e Ian shall be constructed prior to brow ditches where required on the P � 0 of cut i P 4 ----�•� •' ' wY '16. A Registered Civil Engineer shall submit certification of building pad elevations. Where exceeding twelve (12) feet of cut measured vertically. . specific elevations are required, the elevation (with respect to mean sea level) shall be p '�r1►�/I. ear ems - given. If an elevation with respect to adjacent ground surface is required, the actual 21. Dlearin and grubbing sr�ould be lirir�ited #o areas that will receive immedia#e grading. b e. Ve.717,11-,416717!5 -rl4 ' A6�1?A4 /,:5g gCo1v TR41CrroPv Ar'-/"vp oc At.i. ,elLz- sLao� • d shall be given.e adjacent ground Erosion control measures will be required too protect areas which have been cleared and FIL L, PAAS T'd ,,,��' Cp�j►�.,�}G 7��""1� distance above the j g g rubbed prior to grading operation, and which are subject to runoff during the period of Nafwai �rou�d Pe o.se�d AVd 9174Yd#04 U graded � f�ropos$d Ccmpo�'/ed F// -- � u hall not be limited to. r .� the rain season. These measures may include but s g , 1�. EftQ�IC7N CONTROL: All graded slopes shall be planted with I�osea Ice Plant at 12 y . • fences. Care shall be exercised to reserve vegetation. �,: : .: 6L �/V on center!; or another approved round cover. Slopes over 15►' Irt vertical l'lelgllt, in ditches, brush barriers arid silt c P g - . _ . e approved trees shrubs or combination beyond limits of grading. ............ 4C 0 A413A 4 /0 15 CAL AT addition to ground cover, shall be planted with appro , thereof. Shrubs shall be planted at 10' on centers; trees, 20' on center; combinations, • • 22. The Department of Public Works approval of plans does not relieve the Developer from P ' era Slopes over�' In vertical height shall have permanent 'Irrigation s sterns . . • 15 on cent p g P g y responsibility far fete correction of error and omission discovered during construction. ' � chapter 10.r. P y � with bac;kflow prevention devices per U.P.C., C p Upon request, the required plan revisions hall be promptly submitted to the Department 9. o f Public Works f o r approval. a I. ,� f�,v,�a/, �a//.�yivr�, �+��f�•��-�►� r � _ .� ,�.��rv, � ��•�. PP ---- C vole • r , .tor o , -err �s�1�/.•� � rr��►r'E ��1s• Area ro i i shall be sloped awe from all exterior walls at not less than /� per foot for m a 1, � ,�U. Finish grade h p y p � �d ,�� r'�rrta��`��.y� ���r� ,��r � f ram/ feet. ' 3. All graded slope areas 5 car more in height shall be hydroseeded unless sufficient natural ,fir-ee117�4a r C,0� oYVW -Waifs' 017yi174e0r � to a mir�irr�um of 3 � � P � vegetation has been established as determined by the City of Temecula Inspector. lam/ • � cv Berri- rv�7`io� ���/ i�'�/r�r��'/i'f�'�'��/�'''�"/'`c.�'.ca��►r'��►, fly f c/Cora�r�/�d/7.� _ �� Q 21. No obstruction of flood plains or natural water courses shall be permitted. y � ,Jute netting, are uivalent, shall be installed on all slopes over ten (10) feet high. -.�► . ii.a. /`s rw . �` �r� f1i�c- i �i� sir~, c�',�+parr o��.�r �rrrrfi ►, `r-,a�-o �►r. ,�� y• .Z r , I �,r k //� /rr /�r,�r.�rin ra��� �v oQ y.�` �r. . rani ► �� it: � � �� rr ...-- 22. All property corners shall be clearly delineated in the field prior to commencement of dF ,G"oC` r3 r�►o ell y 113.eailrr�y%� tr i c� c��►r�c o Qiyrr +►/, r '�'►s any constructiori/grading. 40. ,eoljcllc�r,�� ,c rr, e,�e�►/'�rifr�► !'ram ' / 61DEQ 6WALE •..,r« ,. - the it or ��s agents does riot relieve the applicant and his ,�r.'���"�i�''� ��''� r �a�.�• 23. Approval of these plans by City 9 pp engineer from the res ponsibility onsibilit for the correction of errors or omissions discovered ; �"CX1 L.�": NC�Al�' •� p y s• s � t•�N. during construction• Upon request, the appropriate plan revisions shall be promptly Submitted to the City Engineer for review and approval. 2,11. The issuance of this permit by the City of Temecula does not imply or provide any _ pPERMIT Y TTY TEMECULA If�, THE I�SUANC'E �� clearances frorn state or federal wildlife agencies regulating the provisions of the undwVmhd Zervke Alert California or National endangered species aetsN- "I'f�e Contractor/Owner/Developer is DOES NOTIMPLY OR PROVIDE ANY CLEARANCESFROM • • . . y* • : . rCallio� TOLL FREEa nc.ies rior to an("� hese � .: ����RAL V�IDLII�'E A� ���� ��► � �:r ro riots.c(earan s frTAT . �� �responsible for obt�i.io�ir�c3 the Epp p �� � P y �site disturbances of rading. ;�. � �'~ PROVISIONS THE NATIONAL'E�JDANGERED �. - C . • SPEDI��► ACTS. - trdr RE PONSIBLE FOR OBTAINING THE APPROPRIATEU C YD�J ARE VEL OCITY R4: u t H NO 3� �E CLEARANCES FROMTHESE AGENCIES PRIORr vEP�1R•1"MENr OF PUBLIC' WFJRKS DISTURBANCE OR GRADING. /DO2�� r r -olqr--gerr-) 11110111P • �co+ r1 0 E3 Y. SHEET: T: DESIGNED BY,- PR EPA R ED �,Yi .. REFERENCE BLOCK: BEVI IONS �C S G A'"I"I G " -i A � • DESCRIPTION PP'vD ?V'ILO F �.0C TI+ON. MAI?K DATE INITIAL DE CK o ,� ` ��, ffEC31�'TEF�ED �i ENOINEEff NO. - --- - DATE: Df•1 r11 Y. CONSULUING cotIPORNFI N PMB c•233, tu77a LAKEsiiortE test - ,I•()I)I) S I%10N . M r [ r. , . • . , ppnoVED EY, f,l4 EL MORE,CA 92a3U (9U )24.� 2200 FAX I�2 t5 4211 39186 N. �,1l,N VO �:�1, i�EfA ZN El 111) O. • . . , , , FILE N CHECKED BY. SCALE: DATE: I VIN I E Ill"k, c •t �39 I - '' � ��4�U`T"f 1�1���� ®fir PC)�rl�IG f7 29:� 0 L1 I I >i l f� •1 ?i I,t•1 1 .gyp lit a.4. Q , k^ . ..mow / k- .• �'!1. � ���� / � ��� � m" v EL EVA TIO N: ..+ C Yy <..„ „F .' .. d. d :'.rn a Y :.,. ..-:, i'' r. w.,N/t:,M�... ,.+!' ;.". .... n .. ,•.... .. .:.ry. rr"�.�! W e Ire . s � rrr a r a ,. >v r••e`• ,r: ,, ..x .• o +.ter. .+ .. .. a . wl :n ..., a ,.•, ...-ro, a,..r '. Fwe ... ' ti ♦. R! Sl:a 9` yqd 'y"r4r .. .... .. � Y. u, ,R $ .[ a. . r a• :, ,T . , C Q }V .. N, a g.` +... •uu / •r ,i . 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