Loading...
HomeMy WebLinkAboutLot 26-40, 115-129 - Precise Grading B ---- ---- RPRECISE GRADING PLAN LEGEND FiRE HYDRANT Doo > A23267 2 BLDG. STREET LIGHT 3 ---a to ti. SUTTER RIDGE DEEPENED FOOTING (DEPTH AS NOTED) ti _ Fes+ FLOOR _ MODEL DESIGNATOR 3 Z Project Site ti CITY OF TEMECULA • ip�, � � PAD ELEV. �O.SO ? � 1 1G cIf C4 N ` - FINISH PAD ELEVATION ? 41 49 44 \ 23.5 CT NO •i 45 CRNM-H FLOOR PAD ELEV. + o.s' ; 3 FINISH FLOOR ELEVATION F.F. SECTIO B-B 1 131 13 49 � GARAGE FLOOR ELEVATION • G.F. B It I A S• 5' MIN. N.T.S. / / 141 140 139 133 50 4a \ HiGH POINT HP • MIN. N / 1 138 134 4 55 FLOW LINE FL A A ,5, _ 5 BLDG. TYPE 153152 150 142 V 137 135 � 51 52 53 FINISH SURFACE FS 25 1 143 24 t 54 "� 144 'J'J, ' OOF` TOP OF WALL TW Z PAD ELEV. Z S MIN. S' I�R. SUILE: 1`=200' 001 z2 23 113 1 � 169 168 155 �l 148 7 145 � 60 J9 56 TOP OF FOOTING TF 58 57 61 K !� C AIR RIES 1 T I AV1 Z' 20 ?1 itt i12 170 167 1 57 �� 146 65 64 56 el63 62 DIRECTION OF DRAINAGE TYP. 3' . 171 -_ PAD DESIGN �� 11 R1Ni5f♦ FLOOR 19 ito 109 1 158 1 66 BY OTHERS. x M L 18 172 16 1 67 2:1 SLOPE (UNLESS OTHERWISE SHOWN) y ----- - J- - Z° PAD ELEV. 17 93 tab 16 16 t 6o 68 - 20� X VARIES 0.50' 16 94l� 107 t 7 174lf 16 b9 RETAINING �ALLtPER SEPARATE PERMIT PAD ELEV. 6' MIN. 15 92 95 4� 1 175 �4 161 70 S1 96 t 105 17 C3 6 :EY 1�+IAP ' Z O.SO' 14 90 97 `�,1' 10103 177 71 � LtERNATrvE GRADING NOTES v+ � CTION A-A \\ 13 °98e 98 102 17 179 �,� 72 - APER PLAN � N.T.S. � 1211 � 7. � 87 ISO too tel 180 73 �r�o i• ALL GRADING SHALL CONFOCE RM TO THE t.INIF0iR1A BUROINr CODE. CHA►►PT'ER 70, AS rn (FM USE WHERE E IN PAD GRADES EXCEEDS 1 ) ''� 10 � 101 182 '^ 9 �'�� X84 tai v��' 74 186 2. MNIMU`M BUILDING PAD AND DRAINAGE SWRLE SLOPE SMALL � iX. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF e 83 82 1 77 76 7 2' FROM THE TOP OF CUT OR FILL SLOPES. 6 81 79 78 3. ALL GRADING SKALL BE DONE UNDER THE SUPERVIS OF Aso COMPETENT S01LS 5 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND � \ 4 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FiLLS OVER 1' DEEP. rW _Z Q DI V IC= rl A / W /!7 /V G/C J \\ 3 2 4. FiNAL COMPACTiON REPORT WILL BE REOUIRED FOR ALL FiLLS GREATER THAN A ` • • YRS�LA�1 II D A AREA ffiO ATM A � 4 rAfif \\ ONE FOOT. .s r - •J► S MIN. S MIR. B£LOW, EXCEPT AS SNOWN ON THE ALANS. ARNEMAY\ V'PF.2 S. THE C SMALL NOTIFY THE ENGINEEOEPARiIENT AT LEAST 24 <t► O WIDTHS ARE MEASURED AT CURB LINE. CENTER[/NES �� F,> � � HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. N R ARE PERPENDICULAR OR RAD14L TO CURB. SIDELINE'S � � 5013 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL �!� W 1 Tl 1' TYP. ARE PARALLEL TO 7N£ CENTERLINE, EXCEPT THOS£ INSPECTION FOR EACH LOT. N 3' MM. 3. MiPt FOUND IN CUL-DIE-S4C BULBS AND KNUCKLES: M'MEW STATE }Y. 79 R/W FINISH FLOOR) - x M,N FINISH FLOOR SIDE[/NES ARE RADIAL Tt7 THE CURB. + 20 � Z � SI� PHONE: (909) 694-6411 �aX• 20�� BLDG. TYPE WIDTH s '�" °5 A,� 6. DUST SHALL BE CONTROLLED BY �rERnrc OR OTHER APPRO d S. . PAD ELEV. 1 AND 1R 1 .25' �+ d� '''+ 0 0.50' _ _0.50' SIDEWALK � � `Ok°o 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 2 AND 2R 16.25' �\N°P .J AND 3R 16.25 �� yu, THAN 1/47 PER FOOT FOR A MINIMUM OF 3 FEET. 4 AND 4R 26' QUIVEM S. ALL PROPERTY CORNERS SHALL 6E CLEARLY DELNEATED N THE HELD PRIOR TO 5 AND 5R 26, COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 6 AND 6R 27• J� TYPICAL LOT GRADIN ��� SEC ON A-A 7 AND 7R 9. APPROVAL OF THESE FLANS BY THE CITY OR ITS A� DOES NOT RELIEVE THE APPLICANT AND HiS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION C? SCALE SCALE 1' 10' ��� N.T.S. VICINITY IAP OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY N07E* NO SCALE ENGINEER FOR REVIEW AND APPROVAL, F7N4L ELEVRT V" Elft-M7 AIS 5 W OPV PEX#S ,► tOW" 110. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL. L 10.0' �•0' - 11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WiTH ROSEA ICE 36.0' rh 40.0' 40.0' 40.0' 40.0' PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 7F 71 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH b 4 0 5 0 4 0 51 APPROVED TREES. SHRUBS. OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED 020 I 4040 fj0 4061 AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. 4030 F F• SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 'n N ER PLAN °D b !r N WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R- LIN C ' • - "' F.F.= PLAN o F.F.= PLAN 12. RETAKING WALLS SHOW ON THESE PLANS ARE FOR LOCATION ONLY. ALL oF.F. "' + RETAINING WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY PLAN F.F. G.F. N t F.F.=PER F.F.=PER PLAN c,• BUILDING DEPARTMENT REQUIREMENTS. --- PER PLA G.F. G.F. �► - N o PER PLAN N a, PER PLAN - PER PLAN 1D w ; G.F. _ _ - ES'T'IMATE OF f ♦ - � - - PER PLAN � � G. � �' '^ 2 - .F.=PER PLA EARTHWORK QUANTITIES PER LAN 0 12• 20.66r 4 N .F.= PtAN • 33 - 12.0 .33 18.667 12.0• .33 18'667 -� w40. r 29.91 29.91T RAW CUT 450 C.Y. 8.0' 1.333* : 20.667' • 1. 3' 1. 3' 19.0' 2T ' RAW FILL O C.Y. TYPICAL BUILDINGS OWNER/DEVELOPER Undergound Service Alert BENCHMARK DE RIPMON NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION ELEVATION 1052.514 MOTE: MAINTAIN MINIMUM 18" WIDE PLANTING AREA BETWEEN PRESLEY OF SAN DIEGO Coll: TOLL FREE RIVERSIDE COUNTY DESi ATiON: T-2-81 STAMPED ON 2 1/$r BRASS BUILDING SIDE AND FRONT WALKWAY 5090 AVENUE OF SCIENCE CROSBY Engineers DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79 SUITE 20 1-800 Plen> era Surveyors FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN SAN DIEGO, CA. 92128 422-4133 MEAD 5650 © Camino Real. sake 200 TEMECULA. AT SOUTHW T CORNER OF THE INTERSECTION OF 1•I 79 BENTON Carlsbad. Catifbrnia 920015 AND MARGARITA ROAD. 09' SOUTH OF THE STREET CENTER UNE OF 619/451 -6300 a AssOCIATM (619) 4315 - 1210 HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN UNK FENCE LD95 O 5 9 G R TWO WORKING DAYS BEFORE YOU Df AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. CONSTRUCTION RECORD DATE BY: REVISIONS DATE ACUD BENCH MARK SEAL. _ Designed By Drawn By Checked By Drawing No. oFE���o 4 RECOIr1ENDED BY DATE= S'+L? SCALE �o e� s - - - CITY O F TEMECULA DEPARTMENT of PUBLIC VORI<s Contractor Horizontal C� ~� Plan Prepared Under Supervision Of rApector SEE ABOVE VARIES W No.14594 ACCEPTED * - DATE. ; f PRECISE GRADING P LAN °� E•o- 3-31.97 A Date-5-19-9rp .vse 7 9rXleAlr,-c1rre 2 WlNeM TRACT N0. 23267 - 2 lbt! Covk4 T Vertical ORG L. NTON s �Jr Cryn- �'E of CAL`F° R.C.E. No. 14594 Eacpsr'�S 3-31-97 Rt.E. 1111 _t/7� Ems p' _�1' SU'['I'ER RIDGE PH. 2 & 3 Sheet i of 3 PER PLAN 23267 3 L 0 T 213 PARK 5 'AI/N. /\\r/\\�/ - - - - - - - - - - - - - - - - - -- Loc \\//� �'? 006 WIN. ' COVER FR. j�� _z. - .fo.ap• FL. TO TF. ;S>r`ALE 1 = .1R? ` � Z 50.010, X J938 _ Sz ° R ----- 1 i 8 -1- 4 , �� :�;. . .. �%� / � � 030 ` � • ' 405 .14 �+ a SECT I ON A A � ' J + 1 1' 1 + + 121.1 4040 4061 N.T.S. // � �:?,• b �=?1.60 121.3 ' 121.6 L 0 T-215 -� + + : + + WALL COWT- W SEPARATt PERM I T / .� ` s' fr=22. to + EXIST. PAD- 130 ' w TR 2,326 .3 60 s •w i =21. Lor 21,3 PARKOR VENA Y'� � '�• 3� �!'1 � �.. ��,- ; �., � � ,�• ; �� ��/ s _ � , or I 56 00 -x AZ REcowmwr 21 �0J AFAVVE- AAV MC �. �' 1►O.I`\ `�� b �0ik- `+` \ CARL 0522 - } r _ �24� LF?1 y C11 'ICT 1 . SANa - 25 13 d0 r V I 21 — - RERE�� xT ��►,� , �\ Lf' +�� _ J> pR i VE 5 ,82 \+55. 8.3 20 z 90 VEWAY F6(;vNS 14 QOr 9 \ �` s1 9 �� • 45 �• � _ ��� bpXt- r VE _,,�t 23 +� /�► e w i; * 4�• '1 �� GF Zo.6J �` `�1 S• �. ,�- n' 56• GLxq�M00 T�Y V119-30 + + _ + FF-12 f01 Q �L \,� •.� pis ; ,e. 40 1 + 4 OSOBR h . 9 r : * �! ' ,�' !,� 4 s• , \ Js. ` + r :11 .80 f Ir=1?� A i i Z1 ► O A AZ ; , 1 020A •n 1 120.6 ?� \ \ s�•tgt ag �� ,. '� . 19 !� 1 A n +; 40300 b 4 120-0 , 1 RE ; � + -. 119-9 � � -TjSjVb1 -C490 :11 ► + + + 119. • i (F' S.AD '+\ � � � 4 1 •9 � `°� � _�+� --- �., A s , ..U f_ 29 i ar 11.2 27 1�^ \ , + 16• - ' ` + --,� -- —'_—', Z 20. 49. 88 20 48• 29. 80 . ( ,_ 20 ; 1O ,t fm 96 ZL Job. 68 f, . n �8 2;5 (23. 1 +�q� 49.85 �--- � •. 10 , e `��, -\ 124 ,.�,�, -\ 3 SZ 92, 140 139 ` 2p� �\\ `` ��.- / l t \� N ° ,�a ;�;� — 141 �(& 1 �22 55 48 �--.� ,34 J0 0.. (22-19) 01 �10) 151 120 000 150 v, c\ 152 Z �2 ) 142 73;w 137 r2 O) 15,3 Undergound Service Alert Can: TOLL FREE 1-800 CROSBY Engineers Planneia • Surveyors 422-4133 MEAD W50 0 Camino ectal, %fte zoo BENTON Carlsbad, Califot'nta 92005 a ASSOCIATES (619) 4W 1210 TWO WORKING DAYS KF ORE Yov Df c LD 9 5—0 5 9 G R CONSTRUCTION RECORD DATE BY: REVISI❑NS DATE ACUD BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE �QROF 'ANY RECOMENDED B :-- DATE: _ 'Zs- - CITY ❑F T E M E C U L AContractor- "CJ7 -K DEPARTMENT OF PUBLIC WORKS Horizontot � Plans Prepared Under Supervision ❑f No.14594 P F PRECISE GRADING PLAN SEE SHEET-1 1-,�' G Exp. 14594! _ ACCEPTED - --- - DATE: • GE T Date 5 �-� ��•��' �� e�rf�� TRACT N0. 23267 — 2 Ate CV00"d Vertical sf Chli1. .� NONE 'lF of CAIOE R.C.E. No. 14594 Explr•es 3-31-97 R.C.E. ft r1775- f,pw v: �`-�-�7 SUM RIDGE: LOTS 35 THRU 40 & 121 THRU 129 Sheet 2 of 3 t 91) N 2,3267 3 \ 06 PER PLAN �3 \ 00 L 0 T 21,3 PARK a,o• _ ,, 5' YIN._ SCA E.' N 1 w_ O ' 6 hi/IN. LOVER FR. FL. TO TF. 1 "Mf pr.r\ ` v, �O� '>3 `�\ `� J �•o \ �, s '_ � \ � `"- X05- �\ � , ��\ �• to 90 SECT'I VI`1 8 U . 37 \ �r�' �\ � _' \`\ `� (v ' \ o 30 � \$ � oQ ?• 4 R11LL OONST. BY SEPAOATE PERMIT S3' �� W-3 \ 1 Q� 995 - Ff q1 \ 90Of 00 t \ ` ♦ ` �1 1 ` \ Ff sGt O► \ \ �.00 S � r Ir s o v �. 27, \ ao�,�:� $ .� #3 oma , 53.E - t , �, �\ t ' Jo, ,�\� . °99 \ 122 1 � �� `� T' a91 . q.T sV \`�►� � \\ Jv dy 3 elf A Sh SO sk 1\ 121 .00.0011 ro .. 62.CP � ��• �p � � �_ ,� �r �• �� � of dr007 .� � OOW .90 752 ,y6" + Irc 40 9 53 s •t 1 s '' s' `,t` ff yJ �� �`� 5'• � o) r 00 153 rc op = < OW ff NO rc �i2 0) 154 60-7 � �� �� � �\ � �°•` '' : 115 169 • 155 Q \ 114 168 Undergound Service Alert . Cafl: TOLL FREE 1-500 CROSBY Engineers kannera - Surveyors 422-4133 MEAD 5650 E1 Ca4ino r:a1, suite 200 BENTON Cama, California 92005 & A990CI TEG (619) 436 - 1210 L�9 5—0 5 9 G R TWO woR� 1705 WMKIL roe, IVIG CONSTRUCTION RECORD DATE BY: REVISIONS DATE ACC'D BENCH MARK SEAL Designed By Drawn By Checked By Drawing No. Contractor —T SCALE 5�4<�y J RECOMENDED BY: DATE: Z�__ -CITY ❑F T E M E C U L A DEPARTMENT 13F PUBLIC WORKS HoriZontnl �„ C� ~r c Pla Prepared Under Supervision Of No.14519 m ACCEPTED DATE: 1111 rim SEE SHEET-1 � •—30' W- Exp. 3-31-97 -m Datg e -� `?— Ery NAW, 077 eW,,,� PRECISE GRADING PLAN ktr vert1cn1 •sl' WOR N TON TRACT NO. 23267 — 2 f R-CE. No. 14594 xpres 3-31-97 R.C.E. Ne. 2""- Expr*s .9--W-fl SUM RIDGE: LOTS 26 THRU 34 & 115 THRU 120 Sheet 3 of 3