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HomeMy WebLinkAboutLot 1-11 Precise Grading P.L. GRADING NOTES LOT N 0. 1. All grading shall conform to the 1994 uniform building code, chapter 33, as F.L. 10' TYP w amended by ordinance 93-04. z 10' TYP. (10' MIN.) SEE NOTE #4 10' MIN. -J HEREON 2. Minimum building pad and drainage swale slope shall be = 1 r. Drainage swales a shall be a minimum of 0.2' deep and shall be constructed a minimum of 2' from tops m PRECISE GRADING PLAN of cut or fill slopes. z z TOP OF SLOPE Sy PAD ! 3. Maximum cut or fill slopes = 2: 1. F.F. ELEV. SHOWN ON 2 MAX, ELEV. - 90 6 MIN. .� 4. Provide 5' wide b 1' high berm or equivalent along the to of all fill slopes over PLAN MIN. LOTS 1 l 1 PAD ELEV. Y 9 q 9 P P 5' high. `12"MIN. A B 2%MIN. 5. All grading shall be done under the supervision of a competent soils engineer who 20%MAX. shall certify that all fill has been properly placed and who shall submit a final compaction report for all fills over 1' deep. JK- G.F.F ELEV. B.S.L. S E CTI ON C - C" 6. Are registered civil engineer shall submit / g g to the city of Temecula Engineering x TYP I CAL R EARYAR D GRADING / / Department written certification of completion of rough grading in accordance with the Q Z I / approve grading plan prior issuance of the building permit. Certification shall be to / PP N / / I / .. ` line, grade, elevation and location of cut / fill slopes. E I / 7. Provide brow ditch, designed to handle 100 yr. Q storm flows, along top of cut a a 1. SWALES TO BE CUT IN AT 1% MIN. / slopes. e d SIDEWALK /�I P AT ROUGH GRADE AND PRIOR TO CURB FACE BUILDING CONSTRUCTION. / I S. Final compaction will b ed for all fill ter than on ompac ' report a required s gree a foot. -- I DIRECTION OF FLOW . VC'• 2. A PAVED DRAINAGE SWALE CATCH BASIN & PIPE OR OTHER / / / 9. All grading shall be done in conformance with recommendations of the preliminary SIMILAR DRAINAGE DEVICE IS / '2 soils investigation by: TYPICAL LOT FINISH GRADING REQUIRED WHEN A STOOP / GEOSOILS, INC.; PROJECT N0. 2461-A--SC; DATED JUNE 8, 1998 FIREPLACE OR PORTION OF Two sets of the final compaction report shall be submitted to the engineering N.T.S. THE BUILDING EXTENDS WITHIN I / department which shall include foundation design recommendations and certification that MINIMUM ESTABLISHED DRAINAGE / / / �7 / grading has been done in conformance with the recommendations of the preliminary SETBACKS. / soils report. P.L. 5' MIN. 3. SEE STD. PLAN 101 FOR TOP TOE OF DRIVEWAY APPROACHES. I / I, / � _, _ 10. The contractor shall notify the city of Temecula engineering department, telephone / z (909) 694-6411 at least 24 hours in advance requesting finish lot grade and drainage F.L. 1, SLOPE SHOWN I / / 3 MIN. / / Fr ON PLAN > inspection. This inspection must be approved prior to building permit final inspection 5' MIN. / for each lot. w w o• „ / / / 4 ca J vv I 1 ' F L 1. SECTION A-A APPLIES WHEN THE I / "'" d,,, �v MIN. 3' MIN. Z DIFFERENCE IN PAD ELEVATIONS I / I / r 11. Cut slopes equal to or greater than 5' in vertical height and fill slopes equal to or cio EXCEEDS 1 .0'. I / I O 0o W I / / greater than S in vertical height shall be planted with grass or ground cover to = 0-I / I'I ,/ 0 protect the slope from erosion and instability in accordance with City Developement Code un M 2. SECTION "B-B" APPLIES WHEN THE /k;, I!' �° N DIFFERENCE IN PAD ELEVATIONS IS * as I Section 17.06 prior to the approval of final inspection. - 2.1 MAX.* 1 .0' OR LESS, & THE EXTRA DEPTH I �„ PAD 4 6 MIN. 12. Dust shall be controlled b watering or other approved methods. OF FOOTING IS SHOWN ON THE / r Y 9 PP ELEV. \ fi"MIN. 2 M PAD GRADING & STRUCTURAL PLANS. / I '��' ELEV. „L-- I / 6 MIN. , / / / S ,. 13. Finish grade shall be sloped away from all exterior wall at not less than 1/4 per71 v� 12"MIN. �� 3. IN NO CASE SHALL THE SWALE / / I�/ /' Q 'Q foot for a minimum of 3 feet. W FLOWLINE BE LOWER THAN THE 2�MIN. 20%MAX. M X. BOTTOM OF FOOTING WHITHIN I / r ` � I / 14. A registered civil engineer shall submit certification of building pad elevations where N 12"MIN. 5' FROM BLDG. LINE. I I the * specific elevations are required, e elevation (with respect to mean sea level) shall be N EXCEPT BERMS LESS THAN 1' HIGH I �� given. If an elevation with respect to adjacent round surface is required, the actual N 4. PROVIDE 4 WIDE BY. 1 HIGH BERM I / 9 P J 9 q > MAY BE CONSTRUCTED AT 1 1/2 TO 1 OR EQUIVALENT ALONG THE TOP OF / / / / 9 / distance above the adjacent ground shall be given. » ALL FILL SLOPES OVER 5' HIGH. / / f SECTION A - A» I / / / 1 15. Erosion control: All graded slopes shall be planted with Rosea Ice Plant at 12" on00 centers or other approved ground cover. Slopes over 15 in vertical height, in addition a, / N to ground cover, shall be planted with approved trees, shrubs, or combination thereof. / / Shrubs shall be planted at 10' on centers trees 20' on center, combinations, C° P.L. � � � P co b ations, 15 on .. 5' MIN. 5' MIN. I / l l I / , ; centers. Slopes over 4' in vertical height shall have permanent irrigation systems with o / backflow prevention devices per U.P.C. chapter 10.R. Cn F.L. F.L. l I I 3' MIN. 1 3' MIN. z_ .. L`' 16. All property corners shall be clear) delineated in the field prior to commencement -� 7 EXTRA DEPTH 6 6- 1 J °" P P Y Y �'�r of any construction/grading. a OF FOOTING TO - �J o BE DIMENSIONED EARTHWORK ESTIMATE: R �. r M ON PLANS J rr��!��]" •� LA 17. Approval of these plans be the city or its agents does not relieve the applicant 1.0 OR m EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �l�• �'`J� NE and his engineer from the responsibility for LESS ( -j--��� 9 p y o the correction of errors or omissions o ►� I TOTAL CUT....................650 C.Y. discovered during construction. Upon request, the appropriate plan revisions shall be PAD 6 IN. promptly submitted to the city engineer for review and approval. CnN ELEV. \ . �--- TOTAL FILL.......................0 C.Y. *229�MIN:1 MAX.* PAD 6 MIN. ! LkDEX�MAP ELEV. NOTE THE ABOVE LISTED QKJANT/TIE CTE�EER� �1A�ITOF�AC7I�IL Vt7LUME� 0 30 60 RO 120 150 12"MIN. �� 6"MIN. Q OF MATERIAL CUT AND FILLEuD. An A /ES ARE F ES T/ D BONDING SEE SHEET 2 FOR HOUSE PLOTTING o 12 MIN. PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES bi 2%MIN. FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON LE-GE-ND Qr_�EVIATION & SYMBOLS Q 2%MIN. 20%MAX. 2:1 MAX. FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING a_ 2%MIN. 20%MAX. CONSTRUCTION MAY VARY. SCALE: 1"=60' , W T.C. TOP OF CURB OS EXISTING Sl M- SERVICE a- F.L. FLOWLINE ELEV 0w EXISTING WATER SER VICE a * EXCEPT BERMS LESS THAN 1' HIGH a T.G. TOP OF GRA TE --------- PROPERTY LINE MAY BE CONSTRUCTED AT 1 112 TO 1 NIRA • R. G.B. GRADE BREAK DAYLIGHT LINE SECTION B B' CONTIRAMW AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY F.G. FlNISH GRADE 2% SHEET FLOW RATE NICOLAS � FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS F.S. FINISH SURFACE GRADED SWALE SIERTY.- THAT THIS 45'-07 REQUIREMENTLSHALL APPLY CONTINU USUDING S4FETY OF ALL LYOANDSONS ANOT BEND PLIMITED TO NORMAL -OWNE DEVEWPER: _ 9 oOW - WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND INV. INVERT OF DRAIN oo Q CENTERLINE w KL,R v 45 -O" �` HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY P. PAD ELEVATION - , SWALE HIGH POINT M. U.S HOME � SNE Q REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS . . . � 4371 LATMN STREET, SUITE 204 �� -- 32DDL PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE F.F. FINISH FLOOR ELEV FLOWL/NE RIVERSIDE, CALIFORNIA 92501 wAY OF THE OWNER OR THE ENGINEER. G F.F. GARAGE FINISH FLOOR ���.� SUBDRA/N (16 (909 784-7700 3036L .. FL�N�► ,� B.V.C. BEGIN VERTICAL CURVE AREA DRAIN THE EXISTENCE AND LOCA?ON OF ANY UNDERGROUND UTILITIES OR STRUCTURES - �S► _.. �. � SHOWN ON THESE HESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. E.V.C. END VERT 1 CAL CURVE TOP OF SLOPE w Underground Service Alert 15 Rpp� I .,I TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT p•l. POINT OF INTERSECTION . . f� TDE OF SLOPE � THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL _ _ f PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER E.P. EDGE OF PAVEMENT RETAINING WALL Call: TOLL FREE LO - LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND /S RESPONSIBLE FOR CALIFORNIA THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. T.W. TOP OF WALL ELEV. FIRE HYDRANT T.F. TOP OF FOOTING ELEV. STREET LIGHT 1-800 ALL RETAINING FALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY z ' AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. D.F. DEEPEN FOOTING SOUND OR SCREEN FALL 422-4133 RANCHO L. LENGTH o DEEPENED FOOTING °C CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL �-� REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 1?W1! DR/VEWA Y o� �a� WA TER METER LL- WNSAM & ASSOCIAM o N.T.S. NO T TO SCALE CZ3 CA TCH BASIN & LOCAL DEPRES'SON TWO WORKING DAYS BEFORE YOU DIG � $ INC O " ' P.U.E. PUBLIC UTILITY EASEMENT CAUTION Remember that the USA EMPIRE REGION V/ Center notifies only those utilities 2900 ADAMS STREET, - CINITY ANAP �D, w O belongingq to the center. There could, be RIVERSIDE CA 92504 1190911352-7200 1Qr --F�OMM11 ��MENSION SURFACE WATER M�IL.L DRAIN AWAY FROM ALL BUILDINGS PER z Ocher utilities resent at the work site. PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIOM$ N.T.S. SCALE: 1"=30' SECTION 18-04.07 2X MINIMUM ? the center willp inform you of whom they ( � m will notify. LD98- 089GR CONSTRUCTION RECORD DAT BY DATE AWD BENCH MARK SCALE ��Essi DESIGNED BY DRAWN BY CHECKED BY Drawing No. N 1/4 99 M q. REV1.5,5 zoTs 9-// I�Z/• o Hvoo��''ti MWB MWB PRH RECWME"� BY: DATE• a CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS N Contractor HORIZONTA Plans Prepared Under The Supervision Of N N0� 5°r'2° ` m ACCEPTED �� DATE: A TRACT NO. 2 Inspector a� '° Date: O T N �. 4/30/02 �" DEPUTY DIRE 0R OF PUBLIC WORKS `O ��► PAUL R. UDDLESTON JR. RONALD J. PARKS PRECISE GRADING PLANDate Completes! VERTICAL � cl�I` �► o N/A CAL R.C.E. No. 58020 Expires. 6/x/02 R.C.E. No. 19744 1989 LOTS 1 - 11 Expires: 9/30/01SHEET M � 1• I / / / 7 F�. / Fk r 1# t 1N !1 # X##�###els# # ` '� 1 I / I I , k# / / �k,` a 1 / / / / / 1 MM r t M. '�Mlp p �� coma . 111 ;"" p �-S ��. 126 6 / 11111111 I, # b k=$=7'. 3'j3' 44 I / I 261 ....'f '� �� �6 �o�s R z 1 / ��. ��� 266 / I / I P=1261.5 A 'CO265. 1 4 r . 1 / kNp FF=1262.00 '��+.7 D ,.\H.P. F'G. n �� / 1. '4 I l /l I ry qy s�,s� F s.4 "� '" . . I �DRAI I I 3 `- - -- - h `� c ' r - 1 ' 1251.5 ' ry z ......"�' l I �1111 F ,��r v �q 7 C 1267. c�` F.L. '�' i� I � W =1261.50 �' I :, w \ si �' c.� NOTE: LOFFELSTEIN WALLS HAS BEEN REMOVED YY I / I - Y;M� .h O R1. `- -� ft- ,�''� id.2 1� 1 AND NEW BLOCK WALL WAS BUILT UNDER I / / �`1 G. �� �� " �4 � � d.5 +� 6' H.P. 15 114\ ��y. l7.F. ?e� SEPARATE PERMIT. / EXIST. at 41.04 4 90J I 1 ��. 4" ABS �IVIVDR I DO' TL. 1. 140W �� - x. '_ . . . IF Q��' :�:�::::::..:.:.::::.:.:�:.:...;........ ;...;:,:":�.�:,;:":,�:::::;:,,::.:,:: 1 117 5 G �. X51 y1' p I ,'y �� !:-.. !1'j + .� - CA/ / 1 , c- �' F S'��,5. 1262 \ 1267.6 1 67q�,� LLE 1G• L.� ,6 I KA '1 Vo\ TE --- �; !`, R 1 _ 63 0. ST. Al :' IN / / / E o s RIM F S 4•" ABS D � A 1 / / � 1260. 16A 6 '10.3 / , , / T 1 S. S Nr 1��,G.B' / 1 I I ti's F' S �. ,s ca / ,,, 1sc �1 � .. 3 / / / IG r q 0 0 } ' 0 ` 'n o I3 1266.2 0 0 �i �; a .1 F.S. p� y ' o = / � x 9 0 ) N 0 NOTE: LOFFELSTEIN WALLS HAS BEEN REMO I / P PO / ::.2: .­....... RIM "� 3S• h o 1 .. N K WALL WAS BUILT UNDER / / ICL t AND NEW BLOC I � 267 2 N^ I * n 20' NOTE: LOFFELSTEIN WALLS HAS BEEN ' N .�. 1271. 1 1270 4 N N N 2X SEPARATE PERMIT. I I c�•�' NG F•� % [.tiGB I, N �� �M/N AND NEW BLOCK WALL WAS BUILT Ut► a I / I I 6' P. > 3'� '� 0�`' b� C"J 4 l SEPARATE PERMIT. / 4 r�� 126-• F � I d / / / / #; 1 c+ T G 0 ry 11'`' .. '�� Q w l / / I I "AV n� S ° ,;`, i (14 / / 1 1�1 04�' b ' 11 ,. "..' - 9 A. EXIST. AREA DRAIN ' ` I / �r 11 �� g 9 I # �� 4" ABS DOWNDRAIN � 4 ^ 2X N 1�9. �° ,_. O 04 N / V co i - "111-4 20 DRAINAGE EASEMEN 50r l / - * j�j - / M �4' ,r..d, �� 1274.2 li n M �, s � c.e. Wp / 9L N ao / EA SSM w �' ,,. N .13. j�� 12r�� o�,►. rn / � s �' 3 14 OX OAF O1 04 `� 1 / / 'b� ; qD '' 125. S 0 / / I I f 0 ;,, [ �to> F ,n ,3 a , 0 "� �' `° I I of �m ^ F� h � I I I l --� o I h 3 as .,c; �3 w ^ r� Zx . o I I i o ,n I 16 x00 O F n Z_ 6 " I ; N rV 1 M/N� �- w . o 4 6 �. �. M I / I I I N N 13'z `� Z I N t� F 5 / "' q� 3.21 p�Co� 41L ) af . ? "I ry / I IZr , i 11 2 0..4 h C 0 Q' w / / # : A F:.. . - N.� r� IL oo s " P w D.F.,^ .�� 25 DRAINAGE a I / 1 F�' •,� /(d , EASEMENT o rf% / 4i 23 �'� '~`� 1276 7 #.. 2 / �� � -s F / I . 55 [.ti t c �1 ;�E, �. ,� S s e. . / `� <r<,, a � �. I 7 ..<# 1- I W I #,� � aD V� N W- N G rn / M' I F.L. `� a III o 1 S 1 rn l I I l ��,�1 s © ��1x 2 �d .k 1'► N 2 r"�I 1 0 / / h / / w Z .�, r W 1 F 5 . aj a o cp ti d 2 ^ k Ca I 1 ° .F' F[. �y 1� a� / F • A I c L -� k 0 0 B �� P Q ^ 1XANN. 2 h •U o I / I' l I . n q . 4 'y o 0' I W im. N I 4 N^�' ANN �T� w i l I k I I I 4 f O o rn �� 12�5 �"[ ?��'e9 / C� Q t J a l W / I / o O N / F S. ��e w S T5 8b a •- ,� A 0 15 30 60 90 120 1 l l I 6 r � 9 i/ '� S �o 0 1c- ti11' � I / I / 1�"G p 7 �Pj 4 li l� 8� O r+, 1278.4 1 1� , I 00 239 N ""`"� .L.NG.B 0 l / 1 w'� 98 I M �2 ,?'X �1b� o o, SCALE: 1"=30' o I / / / s N1F5• I x l I . I 9� \ wo I I ��. 1277.8 '� �' 0 24 N 1 05' / 1 r9 I l l 1 5 F.L.NG.B. I � 159 N I h o efo . / / '1b r 0 - �1 0 / l I Y �� 1'ti 0 S / 'y O;p k tiA? Q. M do I l / I w �' 0 1 0j F '�� S N"' I r O 0 '_ I / l / � o;C6 I N S m e �'� w I �' d NOTES: w / / `�' IN Crj ^ R # o / o N r\ ^ Z . / 1 """ / ^ �``24' �''o , 1 . ALL SLOPES AND PADS ARE EXISTING = Ca .- T5•'� 1 I k 4 N 1� ,h6 • „� r a, �G PER ROUGH GRADING PLAN FOR TRACT / �► N0. 24232 A.f ' / I .. 1Z�G , an ,c. r?�_11� .. "c ,. w "y �, V. 4 • � '�� �ZT7 8 6• s ,f, [Ill '~�e 2. • INDICATES LOTS REQUIRING BACKFLOW z CA A �"" I w �" PREVENTION DEVICE. Zi U 411116 1 .1 3. EXISTING AREA DRAIN ON LOT 11 CON- . Underground Service Alert , •� a• P - M 8, WC, � STRUCTED PER ROUGH GRADING PLAN �.E KLAR.ER �� .1 Gall: TOLL FREE �� ~` � MAM . �. . . LANE6. o "ft , . Z :2 • G If=800 �� 4111116 ftub "Oftwaft 422--4133 I U_ O to TWO WORKING DAYS BEFORE YOU DIG NO TE: Z "CAUTION": Remember that the USA Center Z notifies only those utilities belonging to SURFACE WATER WILL DRAIN AWAY FROM ALL BUILDINGS PER °° the center. There could be other utilities Q present at the work site. The center will SE(�TION U-�4•p 7 (2% MINIMUM)inform you of whom they will notify. N PO CONSTRUCTION RECORD DAT BY DATE ACCT BENCH MARK SCALE R�Essi� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED �• DATE: / CITYOF` TEMECULA DEPARTMENT of PUBLIC WORKS Drawing No.Q on 1( MWB MWB PRH N / 499 M EV/SE QTS 9-11 i / tl f PO Contractor �� sro HORIZONTAL kW �� z 'fes Pla Pr pared Under The Supervision Of ca NO. `° 1 W _ we 0 O. a5W2A ' ACCEPTED BY: ��� /isTRACT Inspector I Date: l DEPUTY DIRECTOR OF PUBLIC WORKS o A AUL R. HUDDLESTON JR. RONALD J. PARKS PRECISE GRADING PLAN - ____ 3 VERTICAL cfbI 1989 Date Completed NSA cAL1F R.C.E. No. 58020 Expires: --0/30/02 R.C.E. No. 19744 Expires. 930 01 LOTS1 - 11 SHEET OF� n 11 . 4 %e. 1 ' ' � 1f 11 j