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HomeMy WebLinkAboutRough Grading & Erosion Control IN THE CITY OF TEMECULA, COUTY OF RIVERSIDE, STATE OF CALIFORNIA GRADING NOTES I I 1. f L GRAD/NG AND RELATED ACTIVITIES SHALL CONFORM TO THE GRAD/NG, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04, CTJVC ?4188 A /F APPLICABLE, TO STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. , r � 241883 TO CORONA S 2. BUIL G PAD AND DRAINAGE SWALE SLOPES SHALL BEAMINIMUM OF 1% DRAINAGE SWALES SHALL BEAMINIMUM OF 0.2' AND Bt CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM FINAL MAP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 u' � o ALL EX TE OR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. LOT NUMBERS R TENTATIVE TRACT MAP 290 291 292 175 176 177 178 179 180 181 182118,3118411851186118711881189 190 191 192 193 194 195 196 197 198L991200 201 202 203 204 205 206 207208 209 210 2113. MAXIMUM C AND F/LL SLOPES SHALL BE 2:1. LOT NUMBERS � `i' FINAL MAP 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 68 87 88 69 70 71 72 73 74 75 76 77 78 79 80 � 24 4. PROV/DE, ASA /CABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE G" DED BERMS, LOT NUMBERS ALONG THE TOP ALL GRADES SLOPES OVER 3' IN VERT/CAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT � TENTATIVE TRACT MAP 212 2�3 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243[244 245L246 247 248 1249 1250,2511 SURFACE RUNOFF AY FROM THE TOP SLOPES. N LOT NUMBERS a PROJECT SOIL ENG/NEER FINAL MAP 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108 109 110 111 112 113 114 115 116 117 118----_- �'o V -_v $ ,� 5. ALL GRAD/NG SHALL B DONE UNDER THE SUPERVISION OF A REG/STEREO CIVIL ENGINEER, C' ENGINEER/NG LOT NUMBERS FLAN � 5/TE GEOLOGIST WHO SHALL RT/FY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A /NAL COMPACTION TENTATIVE TRACT MAP 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 ---- - REPORT FOR ALL FILLS 0 R 1' DEEP. LOT NUMBERS RD• Y Sfi M FINAL MAP ! 6. A REGISTERED CIVIL ENG/NEE SHALL SUBMIT TO THE CITY OF TEMECULA"S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION 1 2 3 4 5 6 7 8 9 10 11 12 13 f 4 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 OF COMPLETION OF ROUGH GR /NG /N ACCORDANCE WITH THE APPROVED GRAD/NG PLAN PR/OR TO SSUANCE OF THE BUILDING LOT NUMBERS °'"h'�` TENTATIVE BRACT MAP 48 49 50 51 52 53 54 55 56 57 88 89 90 91 92 93 94 95196197 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 City Of Temecula (tD• PERMIT. CERTIFICATION SHALL BE 0 LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. LOT NUMBERS CAMPANULA WAY 7. FINAL COMPACTION REPORT WILL BE EQU/RED FOR ALL FILLS GREATER THAN ONE FOOT. � FINAL � 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 DE LOT NUMBERS RECOMMENDATIONS OF THE PREL/M/N� Y SO/LS INVESTIGATION BY CONVERSE � TENTATIVE TRACT MAP 1181119 120 121 75 76 77 78 79 80 81 82 83 84 85 86 87 88 59 60 61 62 63 64 65 66 67 68 69 �70 71 72173174 22 23 24 [2IJ26 27 � NWAY ' 8. ALL GRADING SHALL BE DONE /N CONF MANCE WITH E cv LOT NUMBERS CONSULTANTS (PROJECT N0. 99-81-112- 1) DATED 05-06-1999. TWO SETS OF THE F1'AL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTti NT WHICH SHALL INCLUDE FOUNDATION DEQ GN RECOMMENDATIONS AND CERTIFICATION F��� � 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100------------------------------------'-'---'---------'---'--- TO SAN DIEGO THAT GRADING HAS BEEN DONE /N CONFORM~ CE WITH THE RECOMMENDATIONS OF TH' PRELIMINARY SO/LS REPORT. LOT NUMBERS TENTATIVE TRACT MAP 28 29 30 31 32 133 34 35 36 37 38 39 40 41 42 43 44 45 46 47 ------------------------------------------------------------ VICINITY MAP 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WO . S DEPARTMENT AT LEAST 48 HO' RS /N ADVANCE REQUESTING FINISH LOT GRADE LOT NUMBERS AND DRAINAGE INSPECTION. THIS INSPECTION MUS' BE APPROVED PRIOR TO BUIL'lNG PERMIT CLEARANCE FOR EACH LOT. FINAL MAP NOT TO SCALE LOT NUMBERS � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 PUBLIC WORKS DEPART T PHONE: (909)694-`4 11 TENTATIVE TRACT MAP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 a$ LOT NUMBERS1. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A CO /NATION OF ERS ION AND SED/HENT CONTROLS TO PROTECT THE SLOPE N FINAL MAP FROM EROSION AND INSTABILITY DURING THE GRADING PHA LOT NUMBERS 41 42 43 44 45 46 47 48 49 50151 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 ---------- FROM ---------�- � ----- LEGEND TENTATIVE TRACT MAP 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 17211731--t-------- -� ----- 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT TO BE L/ TED T , INSTALL/NG, WHERE APPLICABLE, GROUNOCOVER, TREES, LOT NUMBERS SHRUBS, OR A COMB/NATION THEREOF /N ACCORDANCE WITH Cl- (' DES PR/OR TO THE APPROVAL OF FINAL INSPECTION. SLOPES /h OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRR/CATION YSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 1 " R=1600.00'x --------- 17.35----- - EXISTING CONTOUR � � ,�■i � � � �■ � � sir � � �■■� � � � � � FL - FLOW LINE =10'39'00' - --1255 ---- - - PROPOSED CONTOUR FS - FINISHED SURFACE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND I' TIL T . GROUND HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL � _ __ _ � L=297.40' TR. 24132 � T-149.13' AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERR /N OCCU . UPON WHICH FILL /S TO BE PLACED, THE TERRAIN MUST S�� SH�,E I�. '---- � ` � �X�ST � R=1600.00' EXIST. RES/DENT/AL � 1252.6 PAD - PROPOSED PAD ELEV. FG - FINISHED GRADE BE CLEARED, KEYED, AND BE INTO FIRM NATURAL S�lL FOR FULL UPPORT. A REGISTERED CIVIL ENG/NEER SOIL ENGINEER � � d- ., �'\ SCy 0=29'02'00" , GB - GRADE BREAK OR ENG/NEER/NG GEOLOGIST SHALL APPROVE PLACEMENT OF FILL � ��� � ��� S� L=810.76' 1 � �„ � - - STREET CENTER LINE _ � � TF I T=414.28' � -" - - - - - - - - HP - HIGH POINT 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PE ANENT DRAINAGE STR TURES ARE INSTALLED. PROTECTIVE MEASURES SHALL R-1000.00 an I �� � T - SLOPE L-215.26 � � ,. �� 2�5 (2--1 MAX,) LP - LOW POINT BE IMPLEMENTED TO PROTECT ADJOINING AND DOWN TREAM PROPERTIES FROM . lLT DEPOSITION AND POND/NG WATER DURING D=12'20'00' GRADING OPERATIONS. - fi -�w � '� ""� w - ENT T=108.05, � , \\ • „`.,;:,::� ��_..�-_..•rv`�' � --- __._. --� ..� ''N 1853 4-,1 � EP EDGE OF PAVEMENT ���� \ . , -- .--� `� � � � � � - SHEET MATCHLINE � •.u� SK's --- AX---- R-1200.00 14. DUST SHALL BE CONTROLLED BY METHODS AP ROVED BY THE CITY ENG/NEER. � ��K1� � � �` .'� • - .,. - ... � P� - `� � D=09'33'42"� TC - TOP OF CURB 1 � L=200.26' 8D - LOT NUMBER TW - TOP OF WALL 15. STAB/CITY CALCULATIONS WITH AFACTOR-0 -SAFETY OF AT LEAST ONE AND FIVE-TENT (1.5') SHALL BE SUBMITTED TO THE (SEE PARKWAY MASS GRADING- $ � V�\ O � � PUBLIC WORKS DEPARTMENT BY A REGIS RED CIV/L ENG/NEER, SOIL ENG/NEER, OR ENG/ ER/NG GEOLOGIST FOR CUT ANO FILL PLAN, LD00 076GR� \ �\ �p � .� -- � g T=100.36' SLOPES OVER ,30' IN VERTICAL HEIGHT. �2 �3 6 8 7 8 1 � a■i � � �■ � ■� s sr s - GRADING LIMITS LINE TF TOP OF FOOTING u s a � yl III � Q10=1�� CF 1 2 14 � -�- - PROP. STREET LIGHT 16. A REGISTERED CIVIL ENG/NEER OR L ' ENSEO LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF . U/L0/NG PAD ELEVATIONS. WHERE TR. 24187 N �( �" V �v o � ' PARK SIT Q 100= 1 C � I I - TRACT BOUNDARY SPECIFIC ELEVATIONS ARE REQ U/RF , THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHAL BE GIVEN. IF AN ELEVATION WITH PROP. RESIDENTIAL � ooI �'�/�N W /� (SEE PARK SITE PRECI GRAD/NG I BR�DSkAW -�� 11 � (1217.58) RESPECT TO ADJACENT GROUND URFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJAC T GROUND SHALL BE GIVEN. sI ,_I� �' �ti PLAN, tD01-11 GR) � i - EXISTING ELEV. \ � � Q10=3� CFS 1.5 CFS 3S �d 83 �2 �� 30 12 I TC 17 EROSION AND SEDIMENT CON" OL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED /N E CITY OF TEMECULA I \ Q \ Q100=5 .1 CFS Q100 55.1 CFS � � �.2a� - STREET GRADE GRADING, EROSION & SED I�' NT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE DURATION OF THE ROJECT INCLUDING R=1000.00' � � \�,�\ 18 ADHERENCE TO THE STAT] NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. p=19'15'00" I �'' 89 � 37 �� L=335.98' ` � � �� � -3 � �q � -0 C 0 - DAYLIGHT CUT I � �. � .► ri.. ,�. moo. �°'� I � F 18. EX/STING ORA/NAGE C(' RSES SHALL CONTINUE TO FUNCTION DURING THE RA/NY SEASON. NO OBSTRUCTION FLOOD PLA/NS OR T=169.59 1 1 0 28 � I FILL NATURAL WATER C01' SES SHALL BE PERMITTED. � I-��, I I�� / '� '� � � � 4i 42 43 1 44 146 148 47 4 16 19. ALL PROPERTY C RNERS SHALL BE CLEARLY DELINEATED /N THE FIELD PR/OR TO COMMENCEMENT OF ANY CONST CTION/GRADING. ' � � 48 � 27 � � �N � �, � � Q1 O- .5 FS �W�aA��w� _� 1B � ALLUVIUM COLLUVIUM TERRACE DEPOSITS: 20. THE PERMITTF MUST OBTAIN AN ENCROACHMENT PERMIT PR/OR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. I / � 67 4 � �R� 2B � THE SOILS REPORT DATED 05/06/99 BY CONVERSE CONSULTANTS STATES ALLUVIUM AND COLLUVIUM ARE �e ��I �I X31 82 1 61 '�8 2a Q10 1 1 I � EXPECTED TO SHR/NK ON AN AVERAGE OF APPROXIMATELY 129 8Y VOLUME , WITH VARIATIONS FROM 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM E 3 ��/y � l� � � 010 45. �F �� Q1 t .0 CFS I I Q � 10% TO 14q SHRINKAGE BY VOLUME AT VARIOUS RAVINE LOCATIONS AND IN PAUBA VALLEY. SUBSIDENCE RESPON' B/LlN FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, T �/ /-� 69 6y 66 Q� - 2,� �Fjj Q100=1 .3 �- IN RAV/NES AND THE 1/ALLEY DUE TO EARTHWORK ACT/VlTIES MAY RANGE UP TO 0.2 FOOT.APPRO RATE PLAN REl/IS/ONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPR01/AL. (-- �/ �-{ .M 18 t,�p 2y� � N � �1 � 64 61 � � 8?�1 �8 �9 I 40 41 23 � � I� �� � � FA UBA (BEDROCK): 22. THr ISSUANCE OF THIS PERMIT BY THE C/N OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR ,c� �� �� � @� 82 � - 8 42 43 I tV W THE SOILS REPORT DATED 050.6/99 BY CONVERSE CONSULTANTS STATES SHALLOW POROUS PAUBA BEDROCK F DERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPEC/ES ACTS OR WATER QUALITY REG NS. � l ` �` �� _ 20 , � AND MEDIUM-DENSE DEPOSITS It�fAY SHR/NK FROM 10 TO 14% BY VOLUME WHEN PROPERLY RECOMPACTED. HE CONTRACTOR/OWNER/DEVELOPER /S RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRlO� 2 / t-: 0= .5 C � 10 CFS C. � DENSE PAUBA BEDROCK IS EXPECTED TO SHRINK FROM 3 TO 6 PERCENT. MEDIUM-DENSE AND DENSE TO ANY SITE DISTURBANCES OR GRADING. � � � �rrr a■ry � ,mow � a� � r� � � �r � �■■r �r � � � � +rr� � i � Q100=3 .8 C '��' 21 ~ v~i BEDROCK ARE DISTRIBUTED THROUGHOUT THE PROJECT SITE. IT IS RECOMMEND THAT AN AVERAGE SHRINKAGE � � ,,,. Q =21.5 FS ( 26 1 8 II W � OF 7q BY VOLUME MAY BE USED TO ESTIMATE SHRINKAGE FOR THE PAUBA BEDROCK. SUBSIDENCE OF THE 83 29 28 =27 CF�e I 2q6100-1 EXPOSED SURFACE IN DEEP CUTS INTO THE PAUBA BEDROCK IS EXPECTED TO BE NEGLIGIBLE, EXCLUSIVE TR. 24187 It i /� q 74 76 OF WET WEATHER EARTHWORK DISTURBANCE. R=9 .0 ' PROP. RESIDENTIAL ,� {c;� r:.�O �'� � 32 �� 2� � II R=1200.00' OWNER/DEVELOPER: _ 0=09'33'42" DOCUMENTED AND UNDOCUMENTED FILL: p g�p���y � vy � \ \ 31 16 1e d �� 7e I L=200.26' THE SOILS REPORT DATED 05/06/99 BY CONVERSE CONSULTANTS STATES SHRINKAGE OF DOCUMENTED NEWLAND COMMUNITIES L=1 8.1 t', Y=100.36' FILL MAY BE NEGLECTED. SHRINKAGE OF UNDOCUMENTED FILL MAY BE TAKEN AS 159 TO 20% 27393 YNEZ ROAD, SUITE 253 T=5 .45' ,�, � R_575.00 � � � 2 � � _ 14 n 22 77 � 1 TEMECULA, CALIFORNIA 92591 ,� ��� � �` � � N 9,9.25, �=923.28' � e �� � � 9 _ q (909) 694-5572 � �^ e� � i 4� oo'� £ � T=595.43' �� � 7 � - � 83 18 I 21 78 � � SO/LS ENGINEERT CERTIFICATE �Q10=0 � 82 � s 4j' � 16 8 � �p 28,E � `� _ �� � � `` WE HAVE REVIEWED THIS GRADING PLAN AND FIND lT TO BE IN SUBSTANTIAL CONFORMANCE TOPOGRAPHY SOURCE Q100=0 a 81 9a � � .., ��� � ta 9 e �� � �� 12 i8 20 8 - yg � WITH THE RECOMMENDATIONS OF OUR SOILS REPORT, 99-81-112-01, DATED M �6P 1999 ARROWHEAD MAPPING COMPANY \� 80 86 101 ---: - ' �� � �� 10 � 6 CONVERSE- - 70 673 S. COOL EY DR. }�102 � \� gg 10 1� ip � �8 �g i� '�)op I GRAND DRH/E - 80 INLAND EMPIRE CONSULTANTS ' COLTON, CA 92324 J \ 88 , 89 1p � �2 iia i� � p }Z � � q �� 10391 CORPORATE OR/VE 909-887-5969 �� � � 98 �0 � 1� f�1 20 � �� 68 I � � � 87 87 ei•,r 4� - p I I 67 I 6B I 6a I �q � b� � � REDLANOS, CA 92374 (909)796-0544 HASHM/ S.E. QUAZI, P.E. C046651 W � 8B 24 26 28 21 / � c� � i I 162 8f j Q � � 88 - 23 L e � � B2�' � 74 �3 22 � 69 - � � EARTHWORK SUMMARY �`� �.�•N,�72 s1 ,�8 37v � I 80I B1 I �2 � � � I y � ��t`�. ;� 'p'f' 'e�"j N� \ � I62 �J 83 gq . r �% e� e2 B1 63 eei�v�W. � � I � B6 8B 89 TOTAL CUT.• 946,306 CUBIC YARDS C � �� g� rs 80 � � � e �.�� � �� � � / � \ �' � TOTAL FILL- 946,,306 CUBIC YARDS ��:� N0.C4�1E55i �e 70 d as '4e �as �8 �� � � ,� � � - c�t� � a° � � .�'� ,�^�• W � _ � 8i 88 � 68 d8 �6 �q 33 32 31 30 29 Jill vaw� � 89 84Q100-13.2 CFS 81 77 100 89 gg R=1200.00' 410=14.4 CFS 80 L @81 � 6B 47 �e � r f 87 9B � g6 94 83 g2 81 � 86 � � 0=0933'42" r�� f 4100=19.5 CFS ��� y9 78 B7 88 67 low __mx �_ _ � - L=200.26 INDEX e�=RF _ '� 81 8B \ T=100.36' R_3000.00�, �� SHEET 7 - TITLE SHEET _ I L=548.�s� __ -�-- SHEET 2 DETAIL SHEET �- �� - � '� T=275.15' �' - �- - - �. � � � � �.A�?d �2� -4� � � � ,� am MM , ;�, �., � , �. , � , � SHEET 3 - ROUGH GRADE &M NOW/""'� ��' '1'°" � � '�° � VA TR. 23143-i ti �, � / �x�r2o 00 0', APN 952-02-020 APN 952-02-0�2 VACANT SHEET 4 - ROUGH GRADE �?, goo D=42'46 22' BUTTER I L aGE SHEET 5 - ROUGH GRADE � � L=895.83' BUTTERFIELD STAGE ROAD A / T=469.95' ROAD ACCESS I APN 962-020-013 SHEET 6 - ROUGH GRADE SHEET 7 - ROUGH GRADE SHEET 8 - ROUGH GRADE 5T40'18 W _ 24.94' / 9 CONSTRUCTION NOTES QUANTITIES SHEET 9 ROUGH GRADE INDEX MAP '. SCALE: �� � 200 � f REV/S/O1�1 A ONLY u � SHEET 10 - EROSION CONTROL PLANS B�ORE BASIS OF BEAR/NG � �l CONSTRUCT 5' WIDE CONCRETE TERRACE DRAIN PER DETAIL J' ON SHEET 2 361 L.F. - �, G Underground THE BEARINGS SHOWN HEREON ARE 8ASE0 ON A PORTION � �Y�r 2O CONSTRUCT RETAINING WALL PER DETAIL "0" ON SHEET 2 300 L.F. SHEET 11 EROSION CONTROL PLANS Service Alert OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS o/ Southern California SHOWN ON PARCEL MAP NUMBER 23432 RECORDED /N � CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 1,�0 L.F. SHEET 12 - EROS/ON CONTROL PLANS Call: TOLL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS 1-800 OF RIVERSIDE COUNTY, CALIFORNIA, BE/NG N 22'56'23"W 4Q CONSTRUCT RIP-RAP 400 S.F. SHEET 73 - EROSION CONTROL PLANS 4Z2-4133 NOTE.- GRADING NOTES ARE TEMECULA PUBLIC WORKS /DED VERBATIM PER THE DEPARTMENT AND ARE SOLELY REQUIREMENTS AS SUCH OF W D 1 D��33C 3 S�%g 2 � L O 10-O�`1 G(� Q LD05-168GR 1002 LD02-207GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: The Keith Companies � Drawing No. AS SHOWN Q��E���l � RECOMMENDED BY: ��� DATE: g� - ' CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS 7/25/02 QI REV. SEC110NA1 - SN££r2 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION � c;�►u LD02----007GR Contractor It �8 02 �s Aoo �t000 Acc£ss �cuo �o sM s OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO Drawn by: `�~' / / 0 8/�6/A5 NR UPCtATE PLrWS a� � � CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA�ROAD AND � George A. Lentestey� 22sso cactus Avenue, suite ,wo Moreno Valley, c,� 92553-9024 X909, s53-oz34 ROUGH GRADING MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA MG/KT � � ACCEPTED BY: DATE: Inspector 24�p R13� UPt7ATE PL.Al�SS � � No. 45920 prepar d unc r the sup 'sion of: ��� SvrL�2 r� 24188�3 Q 24188 7 CHAIN LINK FENCE, 21 x 16 AROUND S0. CALIF. GAS VALVES, 40 N. Designed by: � Exp.12-31-08 �' DIRECTOR OF PUBLIC WORKS/G/7')/ EtlG�lNE�R. TR. 24�88"G, th Dote OF P.P. (N0.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. CR `J�' �� JN 31614 Completed FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by: 9�0F Cp��F� - R.c.E No. Expires TITLE SHEET 8� INDEX MAP Sheet 1 of 13 4# 40 0 T1 ADJ. DATE 9/13/82 ELEV, 1128,410- BB George A. enfestey R.C.E. No. 59 0 Expires 12/31/06 Date Plotted: 8/15/2005 8:45:48 AM By: n_rojas DWG: P:\31614.01\Dwg\PRRG0007.dwg i TRACT N0. 24100-2, 24188-3 (LOTS 48,49,58,59, 68,69,80,81) TRACT N0. 24188-2 P.L. PIL WEST P.L. R� P'�' 1' 20' MIN LANDSCAPE ZONE ��5 TRACT BENCH BOUNDARY BENCH I BUTTERFIELD 2� I PAD ELEV. � 2PROPOSED STAGE ROAD TRACT R/W � BERM TO BE COMPACTED PAD ELEV. SEE PLAN IN PLACE TO A M/N/MUM � SEE PLAN PAD ELEV. /MPROVEMENTS BOUNDARY EXISTING IMPROVEMENTS OF 90X RELATIVE COMPACTION SEE PLAN 4, N INFRASTRUCTURE IMPROVEMENTS S� ELEV. », low- 2Z MIN �' �. �2 2' S.5' 10' 22' PAD ELEV. of 18' am— EXISTING VARIES ?� S1W ANN­ TOP OF SLOPE 'y'4,�-S�O,oF PAD ELEV. SEF PLAN 2' 5.5' IMPROVEMENTS (20� MAXI �' I SUNNY MEADOWS PER PLAN �A�A SEE PLAN DRIVE TYPICAL REAR YARD BERM (AT SLOPES GREATER THAN 5' VERT/CAL HEIGHT) SIDE LOT SLOPE SECTION N.r.s. N.T. REAR LOT SLOPE SECTION r. REAR LOT SLOPE SECTION REAR LOT SLOPE SECTION N.r.s D N.T s N.T S. A B C P/L 5. Q PA 2.5' � P/L P/L � I PAD ELEV. � 6, SEE PLAN � SUNNY MEADOWS TRACT �I PARKWAY TRACT N0. 24788-2 BOUNDARY � _ I.,�, BENCH � ,, � � 2 BENCH I PAD ELEV. R/W PAD ELEV. I PAD ELEV. � '2 BENCH- I PA ELEI/. :§! �y � � � SEE PLAN SEE P[sW SEE PLAN � 15 SEE PLAN �I .,� �, 3' CONCRETE 1' S.0' 6 I W �I >` oZ 2.0� `�' r W/6"x6" W.W.M. .� TRACT W � ,� �il 15 BOUNDARY ti TRACT 24188-1 � �. ! TERRACE DRAIN ►,:I� Z Z v C `1,• 1 EXIST. RES/DENTGIL W � 2.090 ¢I� EXISTING IMPROVEMENTS I W o 2% MSN. DRAINAGE of � � 2' MIN. I ✓ f CORRIDOR S MAINTENANC DRAINAGE z m . I ; . . . . � . I . . I I I I -������������������������������������������������������������������������������I------------- .. . . I----------- 111=__________ _011111i-__________ .- ------1.---- ������������������������������������������������������������������� _________________ -- -__- - 1......_..__.. .. . . . . ...-..- . . . .. ... .. I . . . - _____ - ���������������� � . . . - .... . 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LD02�007G 11 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MG/KT 0 eorge A. Lenfestey t 22690 Coctus Avenue, Suite 300 Moreno Valley, 04 L72553-9024 (909) 653-0234 I ACCEPTED BY,: .1. - k I DATE: I . - MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A No. 45920 4 0 . Inspector .. . 7' CHAIN LINK FENCE, 21'X 16' AROUND SO. CALIF. GAS VALVES, 40' N. Designed by: * &p.12-31-02 * Prepared under the su ervision ofi. ­ 1, GR6G.`841rLGfz.. 14 C_6q,I TRACT NO. 24188m2 I Date OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. ___ CR . "k I R KS/P 7Y EJ461 JN 31614 . .1 .. I Completed FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by: CA- ( Georg ' ... .1 ft I V r .. R.C.E No. 4-71OR Expires .%, . I I ROUGH GRADING Sheet 3 of 1 3 J. DAT ELEV. 1 128,941 0 13B e A. LenfestVy R.C.E. Q% 45920 Expires 12/31/02 ' Date . . - ...--- -2 �� I --- 1��' ",�c, / 1,24 57 N11'f � , , ;rr. -4!A��. : � I .. ,,-,--,5��e 1�/ ,46, 7 "Ir-�___:_ �, I I I I I I I .1\1 / Z. �X % N,41 -01 I \ X;��, ,>-. / �t ... . .. . - - 11 - . . . . .. . /--. . . Plotted: 4122102 2:254#52 PM By KI-TOLLIVER DWG: N-,\J1614.01\dwg\PRRG0010.dwg,, ('�j - . - - r . L COMTRWTM N07W % A CONSrRUCr REMINING WALL PER DETAIL 0 ON SHEET 2 % 0�' 1 4 12� *4%b %IJ 4�0 Az, Lot, ........... **Ab ........... .......... _el 77!� 2 Aj ZIL�- 0. 19 QA V.9 -.Woos V --Z- 46 '000� MEADOWS 7 ............. 2 Lip, 01 ;O_ IL ........... P,A ........... ...... 0 OF L 4 All 90 --ONE IT J, 44 C, oA 'Ile 4D 00 r 2 116 ' C 46. 1257.6 DAD 46.37 E" 4- V 10' 5 1259,7 C) 9,,.,,,PAD 1258, 114 1260,0 D- 7 DA 60,2 D fin), k -0 A C 6 toz 5, D !60,-6 D 1261 -00' �vj 100' ?$OOP ......... 49 \4=54.95' zr54" 54.- Pi %L --------------- Ire D 6 A :r9 L9 1257.7 !RW OJ 71 -45. -z --4 b Ch 0 9 50, ....... ... 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GAS VALVES 40 N. g y &P.f2--21-D2 DIRECTOR OF PUBLIC WORKS/C/1Y 61�C��l 4:&- p 7 CHAIN LINK FENCE, 21 x 16 AROUND S0 �. JN 51614 4' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. `�' Date OF P.P. (NO.#) 9 CR •9 � 15.3b ��. ' MONUMENT, Checked b • Of �F 1 W. OF MONO E 1. `71a�' _ ROUGH GRADING Sheet 5 of 13 Completed FIBERGLASS WITNESS POST SET y CA � Expires _ p ELEV. 1128.4.1O George A. nfeste . .E. 45920 Expires 12/31/O2 Date R•C•E o.ADJ. DATE 9/1x/82B B Plotted: 5/30/02 1:15:46 PM By: L_romirez DWG: N:\31614.01\DWG\PRR00011.d wg . - ... . ..-.- ..... - . . .......... ...- . . --. -.. .. . .... . . . .. . . . ' CONSTRUCTION NOTES . .1'. I I I % % I '� . ------.. .11.". i k � 1� , ,, � ­­­­ . ., '�, ,,, I ".1 ' '. -,- ­ ; t". it ,e � ?). -1 " � 1, �l, . , � ..... , 4 1 &A..,t..,6w I 1, .1 � --- - . , .1 I \. ,,,, 11 1_�"., -,..,._... ,-1 '.. I ill� _�i N� .� �,1 , if _." . 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I I M."", fit - N,) I M _ I - - -_ " ffii;,i _ I 11 � i " Imm", "_1M Al"i T, - �� �, '_""O"' M, I - Im � M , M M M M .� .M 11" M -,'' \ , I M; `__tv I -W , N M 11 ____M:F"'1'177 t� M W """ 1� k - 17'r I ­ 7 ir ,, M M . --- M \ , " (�) PLACE 6"" A.C. DIKE PER I V. - TD. NO. I , M, "I"," A d"P��1--_,-, JIM % 'M ,."__1,',', ll� N, I ,- - M -, ,,,, ,,,, _­­ ­­-� -�1-1"M-IM-.,.-."..Mm"-,Mmmm,-M,��, -­­­MM MM M M - - "I. 1-_ 11 if .:y �M,'11'% ', �,;­ . N)- __ M_'_----1M­11MM1M­MM11M­1.­­M, _M_.-111__----­-, 1,1�11 � M M M N',\ \1� -m-UMM11111�PIIIFFL 0 � 4itu" - � 11 1, 111-M I �� ,�,.Mm _", ",, Cq) CONSTRUCT PIPE SWING 0�, E6 R�C.F.C. � NO A482� M\ % & �o M I M �,',� 11�"" 11 ­---_-M I I �1 . M � -_ M, \ ,\ � \ / "I" 1--,",� I M ,,, / � � � 1�., \ \ ,,` , �.t� _�....... M --Mm M7 1i I :�. 21 ,,,, � � M � � I m- M 1-1, "M�` - I , I , I I I ,M ,V� , , � '� '11.M'�,, , , , , ,,;, ---"M-- -­ -1 M, I M /11 �\ � \ \ \,,� \ , 11"M I, M ___11. . M, "'I'll..._ ,--"-- M ­­­11 ­­ _-,-,, �, , . 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ON RANCHO Drawn by: .-- - I - ... . --- . LD02aIIIIIIIIIIIIIIIIIIIIIII-007GR CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Q George A. Lenfestey 22690 Coctus Avenue, Suite 300 Moreno Volley, CA 92553-9024 (909) 653-0234 Is � MG/KT W - DATE ...- .... MARGARITA ROAD, IN THE NX CORNER OF THE INTERSECTION 1' E. OF A No. 45920 * - .. <:�-jWC� SU71.&R-.. TRACT NO. 24188 Inspector . 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N, Des*lgned by: * Exp.12-31-02 * Prepared under the supe ision of. I F (6114&6Z Date OF P.P. (NO,#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD, CR C 0 K§IC,ITY EA J N 31614 PP% . . .. Completed POST SET 1' W. OF MONUMENT. Checked by: \� Lenfe%tey R.C.E. 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T-29-81 ... The Keith Companies Drawl No. I P/0 E/D .,A4\VP1>A7rE PZA1%J5 Ac�[> 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION RECOMMENDED BY: DATE:Controctor Civil CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 0CZ TAILS OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCHO Drawn by*CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND KT eorge A. LenfesLe 22690 Cactus Avenue, Suge 300 Moreno Volley, CA 92553-9024 (909) 653-0234 Inspector MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A 16 � No. 45920 DATE:7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. Designed by.- Ev.12-31-oz Prepared under the supervision ofo G)Q&G 4&1rLGR.I TRACT 24188 Date OF P.P. (NO,#) 949 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. CR DIRECTOR OF PUBLIC WORKS/C/7YE/,/6 Completed POST SET 1' W. OF MONUMENT, Checked by: of, C ADJ. DATE ELSEV9 1 1 28e4l 0 BB George A. 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W INsrALL 2 &W9846 WOH EROWN MRY PER DaAff 4 4o cA J267.9 PAV 4 -7 L to LT1t _jV S,3Z is 7; INSrALL S1 C& PER DETAtt_ OM 514LEC-T I I L Z-1t 1271,0 PA-0 0� Xr a cowsmuor awwL iwwr azwol- poR wi-irr 2. is 41Z IF r- 6A 440, 1 1 �11 - " 41, 2 ZVI- so 8 V $h C,H- 77 JR, H 71 W1,11 W too 1.?&? PAD 0 !Z37..2 PAP 4 1260 6 AAj 7 14S7A44. 510 CIVC6 IAJ rlZe.>NTOF GACJ4 L07 Sj 3?--7 LF V ""s 0 NY. Pn!- SEE PARK SITE GRADING PLAN 7 0 1 -J, 3 U ly I- if FOR EROSION CONTROL, _4 V- 70 12W 9 A49 Z tZ5"PAO AV V.� ... .... 47 ::�Z V 6 5 7 T_ U& PAL 7 j 4 M&7 Pk A z 126, U$7.9 PAP P Iff .......... IM9 P*? .......... ---------- 4-, 12613 PAO __0 -AO f426&*A-9 A A, 68 72!�$,,3 P4, 4 TR. A "6�'T N 23 1 4 'OL "d 12-V P42LA 7 Z, .4 31 62 it ij� 'A, 7 4� i4e U77 4 X N, 61, 66 IV- 6 _4 1255LS AAV �58 8 PAO A I j 616 64 6 125&5 PAO f PURL 6 41. NOTE: ALL SLOPES ARE 2* 1 'J , j" T� UNLESS OTHERWISE NOTED, Jv if ............ SEE LINE4R PARK PLAN I kof ES FOR EROSION CON TROL. . ......... % C- -I 10� .......... ... . ..... ........... '* 132 !v'", I . . '. : I..­_ . 0 CA 10) -49 A—, 2?0 ...... 100 0 100 J00 ............ 5 rA L F Al fFE T W D 10 -Xk933C3 S7-7z Z L01 0- 0%,0%7-,R LD UV Scale: DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 The Keith Companies / Drawing No. 01 RECOMMENDED BY: DATE: Contractor A N S 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION 1< civil < #A"— V- CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Drawn by, George A. Lenfestey 22690 Coctus Avenue,, Suite 300 Moreno Volley, CA 92553-9024 (909) 653-0234 KT Inspector MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A No. 45920 DATE, Prepared u der the su . 7' CHAIN LINK FENCE, 21*x 161 AROUND SO. CALIF. GAS VALVES, 40* N. Designed by,. Exp.12-31-02 DIRECTOR OF PUBLIC WORKS/C/7-Y TRACT NO. 24188 Date OF P.P. (NO.#) 94P N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD, CR Completed POST SET 1' W. OF MONUMENT. Checked by: cml.,\� EROSION CONTROL PLAN DJ. DAT ELEV, 1128*410 BB George A. Lenfestey R.C.E. No. 45920 Expires 12/31/02 Date R-C.E No. 47/0`7 Expires Sheet 12 of 13 PA, TN 22, 1 0000 U0 Ptotteol: 4/22/02 3144,31 PM Byi K-TULLIVER DWG-. Ni\31614-01\dwg\Prec0004-dwq