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HomeMy WebLinkAboutParcel Map 22168 Parcel 2-20 Precise Grading i r I I , GRADING NOTES 1 . All grading shall conform to the Uniform Building Code, Chapter 70, as amended ,;< r-----.-- ` - --- oEL�E� - ,- Ordinance 457. M LOS \�o EP VERDE 4 �r po apl 2. Minimum building pad and drainage Swale slope shall be =1 % if cut or fill is less than 10 2% if cut or fill is greater than 10' . Drainage swales shall be a mini- # AY I 1 0 \ E C E \ b I 9 f j 1 �� 5 a 1 4�,E, ( ' E \ / � .'k,�" i I �4 I i EEPsSA=to I mum of 0.3 deep and be constructed a minimum of 2' from the top of cut or fill slopes . I W 149NCHESTFA 9 �4 I vv l��e es_°i7, °°D 3. Maximum cut and fill slopes = 2:1 . - - - -- -- - -? - ° ° P I, s e% �® p" \ aPFi 902 o GENERgL wE-Pim f 4. Provide 5' wide by 1 ° high berm or equivalent along the top of all fill slopes ? ��� over ' " ° •'Ec° 9y ! 1 ��l� 9 P 1 S°��ti� s Q y ( 5 high. �� ,Vf �4 '�JL GT / I EP �, O• O a f •,�� I Ir . . ADMINISTRATION I ��a �`�. I CC • Yt n 'i E if br AIa rr ® �___,� \ '\*`0° �•��'n �o ;IDS ( NP RD ( 5. All grading shall be done under the supervision of a competent Soils Engineer who shall certify that all fill has been properly placed and who shall submit a final ® -- -� 1 _ _'_ _ _ _ ___ \ S'°° ` 4p5 compaction report far all fills over 1 ' I 20 ROADBEDW1,07 H ® - -- �,� - - �, `. ; - o _ °"5 Pdeep. 5 � O A v �Ue a I TO 7N/5 Fb/NT "8 CURB FACE Rya rP° 6. A Registered Civil Engineer shall submit to the Building and Safety Departmentcaza ■ RAVCNOAUFORNIA \ °T♦ Al RT 6v written certification of completion of rough grading in accordance with the °9 5 EL °° approved grading plan prior to issuance of the building permit. Certification shall be to line, grade, elevation and location of cut fill slopes . CA_-CHO • --� o p9�C\ CALIFORMA 7. Provide brow ditch minimum of deep along top of slope. � D ( P y l T3," P4 RK; ® s °"M," 8. Final compaction report will be required for all fills greater than one foot. • CiF °F. \\ TEMFCULA .VIr t °pP` �� S � ;� 09F- F5' (PRO% PP L E•l`E ti Z F TEMFCU<A CEM YIi I a 1 y' � � � • • Iact \ r�i � o oy y R�1� �- 6 /'_y• /• a o ® \ ��� pN, \ /� �P �o �� 9. All grading shall i be done in conformance with recommendations of the preliminary A , P� e° b investigation soils g Y lrrLA,4-ate Foe rr.eflaT Qo ha Ewor�Cre r..C. 1"5 • r. Rock, Q ® O 4 ti / � •'T �, y _�\ R"I dated T *" � Two sets of the final compaction report shall be fir ��r,.o� ro of curd submitted to the Building and Safety Department which shall include foundation 9 = M Aty s = 4 r design recommendations and certification that grading has been done in conformance o• ', 3' 20 0 io ---� \ �y se° P with the recommendations of the preliminary soils report. • , D 4 ``\ HORCA COMMUNITEMECULTY "PARK 4Y°PES I • o CALLEp Esp 10. The contractor shall notify the Building and Safety Department, 4080 Lemon Street, j /® b O �� bRFACINb EscnoEFA a� R., r o ��/ v ,�,•„ ® \ 4 ® ® • R•/ . ` 9�� Riverside, Telephone 787-6146, at least 24 hours in advance requesting finish lot • , o ' ® _ •, ' � � ° aP� �� grade and drainage inspection. This inspection must be approved prior to building a aa� o TY «, 7 '�"� CUR d1 I Q permit final inspection for each lot. 79 Cut slopes equal to or greater than 5' in vertical height and fl l slopes equal to or greater than 3' in vertical height shall be planted with grass or ground cover uERre n9 ��' z'_4- \ - EPS A °� �S to protect the slope from erosion and instability in accordance with Ordinance 3 /� Number 457 prior to the approval of final inspection. ' CAMI.YO / I 12. No fill shall be placed on existing ground until the round has been cleared f f C,rry! EST- flt��'� 9 e o A.C.P.41iEMENT 3©rr weeds, debris , topsoil , and other deleterious material M/N. ooe , • I � o �) / /y//V 13. If steep sloping 'terrain occurs upon which fill is to be placed it must be cleared i --- keyed, and benched into firm natural soil for full support. Preparation shall be i approved by a Registered Soils Engineer prior to placement of fill material , TYPE "C"CURB 14. During r 6'rCONC�PETE � g rou h g g ading operations and prior to construction of permanent drainage structures temporary drainage control should be provided to prevent ponding ESTIMATE OF .QUANTITIES water and damage to adjacent properties . 1 15. Dust shall -be controlled by watering or other approved methods . 1 3�AC PAVEMENT ON 4" CLASS II BA !_ CONC. 711B15 ON CGLrrTER , SE 145276 S.F. 16. All existing drainage Courses on the project site must continue to function, }' LEGEND MoT To SCALE 2� TYPE "D/t CURB especially during storm conditions. Protective measures and temporary drainage 6340 L.F. provisions must be used to protect adjoining properties during grading operations . 40. 3� TYPE "C" CURB t GUTTER 3" AC PAVEMENT ON 411 CLASS II BASE 1372 L.F. 17. Stability calculations with a factor of at least one and five tenth (1 . 5) shall be I RIBBON GUTTER (3 ' WIDE 6 '° THICK) submitted by a Soils Engineer to the Building and Safety Department for cut and I = TYPE °D' CURB 7614 S.F. fill slopes over 30° in vertical height. REMOVE EXISTING CURB 3 3 TYPE 'C' CURB & GUTTER 15 L.F. 6� CONC. DRIVEWAY APPROACH 18. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification `Y RIBBON GITTER (3 ' WIDE 61' THICK) 144 S.F. of building pad elevation. Where specific elevations are required, the elevation CONCRETE SIDEWALK \_�t CONC. BLOCK RETAINING WALL (2 ' HIGH) 50 L. F. (with respect to mean sea level ) shall be given. If an elevation with respect to adjacent ground surface is required, the actual distance above the adjacent ® C(o 4`�TG REMOVE EXISTING AC , ground shall be given. t = TOP OF CURB ELEVATION 2258 S.F. ADJUST CMP CLEANOUT TO GRADE ,� !`-i•O5 �" = FLOW OF CURB ELEVATION � 2 EA. ,. to I81` CMP� t� G4,G� f'78 L.F A.C. ELEVATION f! (SrI r1z/aF>=!c arATE aND rr-AMF- (Fad EA• COUNTY OF RIVERSIDE TOP OF "D" CURB EARTHWORK QUANTITIES CUT 500 CYPAVING TOTES T = TOP OF "C" CURB FILL 5 0 0 Cy ( ?-T-�-•�-� . RAW QUANTITIES NO SHRINKAGE OR SUBSIDENCE FINISH FLOOR PAD ELEVATION 1 . Minimum parking lot grade shall be 1%. , � 2. Minimum grade for ribbon drains shall be 0. TOP OF GRATE ELEVATION . p 3. An approved soil sterilizer shall be used on all stabyrade surfaces AL�,�,���o - 0 rior to placement of paving. � p ' a\1E IDF\ N- OWNER: VERTEX/TEMECULA dor INDUSTRIAL PROPERTIES 4. Asphaltic emulsion (fog seal ) shall be applied not less than four- teen days following placement of the asphalt surfacing and shall be TED"Ell RIO ROADTEapplied at a rate of 0.05 gallons per square yard, asphalt emulsion Irl.6'1' 7.33y SUI 1 (714) 676-5765 shall conform to Sections 37, 39 and 94 of the State Standard Specifications . LEGAL: - - -- I3LACV_DF_Er�- LOOP 5. The subdivider or contractor shall apply to the Riverside County Road BEING LOT 5 OF OF P.M. 16 AS SHOWN BY MAP ON FILE IN p Department for an encroachment permit for all rrork within the county BOOK 1, PAGE 97 OF RECORDS, RIVERSIDE COUNTY, CALIF. 4' ' right-or-way. 9 y ASSESS: ASSESSMENT NO. 921-030-005 h 6. Two special inspections are required by the Building and Safety Department. I One inspection at the time the base is placed and the second when the A. C. has beenlaced. 40 ROADWAY T7S R3W p 7. The contractor shall be responsible for the clearing of the proposed work, SOIL ENGINEER area, and relocation and cost of all existing utilities The ''county � �C A L E � .. ��. (� °oc:34.'5 eCs shall be informed 48 hours prior to beginning of construction. @ 7�7-2025`: I : Horzrz if 41 INLAND FOUNDATION ENGINEERING, INC. \/crcT-. 1''= 41 1310 S. SANTA FE AVENUE Exlsrlr-Ac c rcl4 8. A compaction report by a Soils Engineer shall cer'tifv 97; -0 t* I of SAN JACINTO, CA 9238241 base prior to calling for second inspection and p1`ac`e� e`t;'Of asphalt PROJECT NUMBER - V 019-001 paving. DATED - SEPTEMBER 4, 1980 LaW CIL-IAZ7 40' PHONE (714) 654-1555 ~-a S, tLE ;u d tan, - 8 g ROUGH GRADING COMPLETED ®l1 COUNTY OF I V LES"I COMPA---t- CTION REPORT BY � DEPARTMENT OF ' SOIL TECH (714) 676-2745 BUILDING & SAF ETY ATE `--' Approval of them plans shall not be co rued V) 'ba c ��rr10Yt�' AC L permit tar,or an approval of,any viola on of airy,bf I 1=X15T. /Ar3/COMP�icrEs� Su3G�R�� the provisions of the state or county laws. Thin ae t mans must be kept on the lob until comoletM- t y 40ROADWAY i REVISIONS: APPROVED BY: -T ` RANCHO PACIFIC ENGINEERING CORP. '4iuk� �.. � 27780 Front stet, suite No. P R C E MAP N �. 22168 F` REGISTERED CIVIL ENGI ,EER 26457 Tem2CUIa� California 92390 COUNTY OF RIVERSIDE DATE: EXPIRES 3/ ! /ss Tel. (714) 676 -, 4024 PLOTPLAN NO. 465 APPROVED BY: SCALE: BENCH MARK: PRECISE GRADIN OF SHEETS AS SHOWN G PLAN N SEE SHEET 2 LOT 5 PM 16 BOOK 1 /97 FILE NO, JUNE DATE: DATE 19 7 8 w.o.8743 FOR: F.B. i i � A a - _ f X4� �Al I 1 ` 180. 3 S® • w N 4-7' 00' 00" E • a • w w • s a e a• w a Lp ' \1 /6 3 6' G' o 5HEV I 1 I INSTALL 2`HIGH WALL _ C.) � I ti ^� 16�96 _ PG r 2-¢.24 ^ N ( Ile; 8Co EXISTING 1 ZPG 1 � '��� N FF= 18.71 Q-4.24Q,4.6 Z' PAD=18.4 I BUILDING _ o D W I ° 1=,, 11 Ao'>�- ILI '� p p (�'' � T) V An 9 L 2 Q} \Qj I 1 . DEEP FOOTING II — " THIS SIDE II KEMOV� POSLtIoti1 O� G P I �. EXISTING 12 CM 1 / 7j7� �j�� 2't+ L-5, eEtriovE IMTE2� P /\ .0 . ?� `1 � PGXISTIr{ G Arrp IN-STA �L 1,-cPE bC-UTZCM,^ `� OM L EXISTING 18°CMP ^ 3 ^� O G^^ CvO� /\� - Ci a ,�¢�rr Caur T Ez ^ _EXI�T1r4 a J _ 4 R '� �7 R rr' Ex I s i I G R �' ro q f ^G P o co o OP N 4 I� d �6 /,�� �1 441 JOIN ^CoL`/ �� rCo' ��"� C 50 or- 401 ? �3�Y�E�,T PG C� ,,U I "3 C�a O� N i Q G� (� C 'c�j P P �G ® �\ �. 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O� 7) 7> 01, 7>S9 �'ji, �C 1 7 i O O �Gc G �' `G C1 127.75' 9 0.40°/° _ 67.75 0.40°/° G 6�060TX66 0 P ��PG "�rpro '����P �� >676, J ®��,�p P ^ �Co' �' � ^`O. 0•� ^r° Uj G \ c p• 17j�S ®•-•'g.-S. '. •�,. -U, ,• ' • ^ �G ro• P '�'9 0�`�' 4 - � � �• -3' F f= ^$ 18.6 5Uj �• PAD=18 3 t z o K-4 ^� ( 1628 AC ^� 9 PG �`Z 0 J a 18 F PC �' 1_ /0 `10/0 ej z 6 DEEP FOOTINGS �@ 1 �? THIS SIDE Zi,8 - 127 25 -- - 25 Ila' Zo ZS 20, LO 1 G ° t� 2 Q o EX 24C M P ° 7 1,I 62 FF �� I FF`�``�G PC �6�0 ° G'� �� _ o I PG 18 p L r p I I O/ FF 3 P-� G o , 0 1 /O II l 18 t- V r� _ J I ' a U C? p p 1S p Z p A r� D o� � 'L @� • 50 I J va �v '� fl b cel �J v�'� b� A O V �J c� cel 3 to is `tt.so s.s a . 3 -- �6. 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(714) 676 - 4024 PLOT PLAN NO. 9 465 or -fil• f these Ple"I shall not b� co u to bi APPROVED BY: � SCALE: BENCH MARK: ar an apP�oval of,any viola n f any°' 4,. OF SHEETS the prQvisipns Q's the sta e or county 1 s. This s3? 1�/ 20� T.25.M. �HISLED c" PRECISE GRADING PLA N d ,4 plana hnust b� he,b4 Cqn the i until coRHslaMr CLEV. a 1015. 2Z FILE NO. DATE: DATE JUNE 19B7 W.O.S'71,:b FOR: F.B. , l� min 0�111 i 8 I 3 j 3 54 3 s �C , i k ' � b' 2 �G G 79 �p 3 �. ,9 .`G g.5 79 ��, 794 �G G �.S �96 g.5 S O,� �, ��9 G g.s C, O S P S G 20 1 P cA 2. O 2 O P 7o-;V1, g G G / 0O C' 2 sr 2 O p v�� O `-' OP 2 O 9� O '\°�' 0 P 2�, .4 �p�, ^i. 9 r10 4jg ^O° 9 ^ C' y C� ZZ ^�' t 0 a $ P 4 104"� loo G G0.40 / Ir"5 40 G�1�p GCCS e 440 /� G l�5 O.�l U oG0 �' PG O o�� 0 ��' d' 1� P �2 P X�� x4- cl ,\1� G `` n N QGIP � QG n G G PG PG /N' G G PG O PG G G G OP ^^ �^ �b^/ �2 ro�P �j`�P R� '��P N I ^O �°�^ rOPF4� IO^ O. ^°� ��. 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S 2 ^ P -� i S� ^ 2 G d i G / Q, H ® I �` �1�1� H 4i H ^ M ��, 1 = O '� /1� 0 N C` `�,� �' 0IN 00 '� C` I rn O Qt O ^1 m /i ,� q 9 '� 14 ! 14 �' 9 `� °� '� �' 9 14 Com/ 14' 9' 9 9 °�' 1 Q (o' �' 1 , a[ , S ,� 9 / 4/ l4 9 9 9 9 9 9' 14 6/ I 0 0 0� GJ 1--V �Q 0 �e � 2JQQ' V �o� "� I o Q- r� G ^ G ^ p 0' ^ C' ^ - - z of Q-® EASE.MEr`+T�� f I lal 2 dO I i --"O a �� �G G J44'� ° �•e i ELp N �Q GJ� P�FUj �Q J�0 ^3•Q� ^�� Gv�� ,� Pg�°� �� OHO G�®� ! C>15/ �P ZN zx�,v-)°> 0 � q� / OG ^ Qv ^ 8 � G ^�' i 3 C, �tiQv s 14` �` ^ Co' i 4` �' �' �` �' 9' �' %' �' 142, fO' FQ / O %41 �' 9' Vii' 91 14' j 14-' '�' °J` �' �' �' °J' �' k 4' / N G (L G G G G m m a 3 /1' N H/ o G pM C` G 0 GG0 O. R 2 7 A/ � P Q CG ` �' oil9 - 4 2PQi ice/ 0 G 0 P 7^ 0 � S 6 0 0 7P 00 1 0 O' / SO �. P 7.9 ^ ^� (� 0 p / 8• II Sr 4'1 qC ^O 9 38 54 3s` 'an �6 / S' Ste' /a 3B 0� 3a' J 1 3�' 'S8'8 �APG017� G O G P� FF 20. 27 FUTURE BUILDING �P F F - 19,57 _ ,� FF = 18.87 t PAD - 19. 9 G PAD - 19 2 J- FF 2068 PAD = 18. 5 r PAD=20.4 F P�-, FFz� PG i 1 °� Q Ill o J \, �� U 02 PG hag Uj p d PG 2 d G za P � P hhz � r� � D P � �' D c� ,°n� �0 FF �� P D P � o p D p � �' ll1=0 � SY;�- P J � D ;i 1� L Ia � D [(� � ��� � � .n ( -j N PG G __ Z4` IS 151 1¢S` 1S 161 145 1S 151 1251 5 to w G Int, (, GQ � QXC� �' 7 CO �6 rL 0 Oj' ti UJ �t �O' C y rL C G OAR ^O� oG ^°^ G OO�G I /© ° sr T 2 �t ^ ^ k r .�qC L P P G G P- r G ^ PG Q ^ P P ^ Q ^0'CC.., ^0'P ^0 PG P ^ P �0 ^0 PG -'' - "- / �� =G -,n ��� OP �� PG 0 0 2 O G 0�jP ^0``� P 7S ^ �, ^ O P I q ' G 9S9 ^O'1 0^P N �'� ^O� , ��j�°�� 9�6 ^O �^P ^° �0 , I O ^� , 0� ZOO ¢ 0 8j fig^ i3`G o.40'�� `=' �p ^°'' IZ5 c 0. ^O. IZ5 0.40' 9 ^0. ^ � 155+ C 0.40` O f9` t I II G O w 7 R`1' 7 ti > 9 t!1 g S N / G G �, p G 9 N C, / 20 G G 9 ' T G O 7 G C, 2C1 G G sr N 6 y , ty P S "� 9 S ^� S ry 9 N .� O c� N G O R I O P N O , g 2 p P T f 0 O T 6 ^0 O ' O G O 9 6 T ^ 0 C' 2,L0 �' - 55 ^ — �` ^0' C` ^0' 4.5 d� ^0.^g. I f 61 7 i ••• ••s fss I ••• •a• wss •s• i .•• •s• n.� /0'DRA/1t/A6E F. S'M'r '112 t.00' i�1 4�° oo` 0011E - - REVISIONS: �,, APPROVED BY: D 77A RANCHO PACIFIC ENGINEERING CORP. GEL P NO, 22168 27780 Front Street, Suite No. 9 �' COUNTY OF RIVERSIDE % � �� 3(-PLDJNG , SA � �(` REGISTERED CIV "E'EN IIS fR NO: 2 457 TerT18CUl(1, Callfornld 92390 CiZGt N� i --- -- ' DATE: 3 - EXPIRES 3/31 /es Tel. {714) 676 - 4024 PLOT PLAN . NO. 9465 � +r1 SCALE: BENCH MARK: APPROVED BY: �' OF 3 SHEETS %4 �, - 0 PRECISE GRADING PLAN ,p F_, �Jli�i�� - Approval of - — tr,ere plays1f no* ba c — e.ge m 4 o eH an "° - 2 p �v +ps ,< .1state Of 't,1 °:aof SEE SHEET k �,, r a s� tea I�wt cn Job 4I1 - 2 FILE NO. xr-)LE I = 4' - d DATE: UNE 1987 W.O. 3'7t3 FOR: F.B. 7r`,