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HomeMy WebLinkAbout844 GRADING NOTES CONSTRUCTION NOTES 1• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0. 801 ITEM DESCRIPTION QUANTITY AND 882 APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UBC, L O1CONSTRUCT 6"P.C.C. OVER 4"A.B. (DRIVE AREA). 4,796 SFCHAPTER 70. C �LJ Y © F A K 1E E L� � H ® R� O \ A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE. PRIOR 2 CONSTRUCT 4" A.C. OVER 9" A.B.(PARKING AREA). 1,862 SF TO ANY OPERATION. O3 CONSTRUCT 4"THICK P.C.C. SIDEWALK PER ARCHITECTURAL PLAN. 1,343 SF 3. THE DEVELOPER AND\OR THE CONTRACTOR SHALL NOTARY ALL UTILITY COMPANIES AND USA ALERT O4 CONSTRUCT 6"HEIGHT CURB. 816 LF (1-800-422-4133)48 HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE T"ACT CONSTRUCT TRANSITION FROM 6"C.F. TO 8"C.F. 26 LF OF BEGINNING GRADING OPERATIONS. MAP N 0 o 3049"' © INSTALL PRECAST 18"X18"RISERS LE NEEDED. 1 EA 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. , O7 INSTALL PRECAST 12'X12"DROP INLET PER JENSEN PRODUCTS,W/NON-TRAFFIC GRATE. 1 EA 8 O 6. CUT SLOPES SHALL BE LL NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE O8 INSTALL 5"PRO SERIES CHANNEL DRAINS W EDESTRIAN GRATE PER NOS OR APPROVED EQUAL. 44 LF APPROVED, AND SHALL BE SHOWN. /P D c 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE P L J� A '. A Oe�{ „ O9 INSTALL 4"DRAIN PIPE PER ADS OR APPROVED EQUAL. 75 LF APPROVED AND SHALL BE SHOWN ON THE PLAN.AND SHALL NOT HAVE LESS THEN 90%RELATIVE �H H ( O . COMPACTION OUT TO THE FINISHED SURFACE. \\\�����,.�::JJJ///��j 10 CONNECT 4"DRAIN PIPE TO EXISTING 18"X18"INLET. 1 EA9 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED 11 CONSTRUCT ACCESS RAMP. 4 EA t THREE-LAYER ASTM D-1557-70 TEST METHOD. y��-�+� FFF��� pp g� y 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE I/ OYl ®� l7 PLANS *QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ` z D7 GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. ( Gj` CONTRACTOR SHOULD RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB. � M 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF =, GROUND IS APPROVED BY THE SOILS ENGINEER. 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 0.5 INCH PER FOOT FOR A MINIMUM OF 3 FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10 FEET, AND 2%IF CUT OR FILL IS GREATER THEN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL VO4" SLOPES. 13.PROVIDE 5-FOOT-WIDE BY 1 FOOT-HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPE PAREAI 3G PLANNING OVER 5 FEET HIGH. SITE ix I AREA 4 s 14 SPROVIDE LOPES. A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM FLOWS, ALONG THE TIP OF CUT LOCATION NEWPDRT RD, 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. R 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A A CYN• FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE Vaal, CHARACTERISTICS OF THE SOIL. SCOT RD. o 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A I z SOILS ENGINEER SHALL BY SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO BUNDY CYN. RD. - t -' - LEGEND ISSUANCE OF BUILDING PERMITS. +(i z -- -- a 18.A REGISTERED CIVIL ENGINEER OR LICENSED. LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF ! c _ -"- PROPERTY BOUNDARY LINE FS FINISHED SURFACE BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION WITH RESPECT IIII - p --- CENTER LINE GB GRADE BREAK TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND '' ---- FLOW LINE HP HIGH POINT N C7 SURFACE IS REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. CLINTON KEITH RD,. -- -160- CONTOUR H PROPERTY LINE C'D 19.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. RETAINING WALL SD STORM DRAIN C 9 20.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED A SOILS BW BACK OF WALK SW SEWER 2!- 3 z GT ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET FF FINISHED FLOOR TC TOP OF CURB IN HEIGHT. SITE FG FINISHED GRADE TG TOP OF GRATE C 21.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. I --�-� FH FIRE HYDRANT TW TOP OF WALL m E 22.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED, KEYED, FL FLOW UNE TF TOP OF FOOTING 3 m AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A ----IZ---- RIDGELINE N REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE VICINITY MAP SITE MAP REQUIRED TO BE KEYED AND BENCHED. N.T.S. N.T.S. 23.THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION ON THE FOLLOWING STAGES: A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, COLLUVIAL, AND TERRACED AREAS AND ANY SUBSTRUCTURES. B.DURING ALL ROUGH GRADING OPERATIONS INCLUDING PRECONSTRUCTION, BENCHING, AND FILLING OPERATIONS. EROSION CONTROL NOTES: PRIVATE ENGINEER'S NOTICE TO CONTRACTORS C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. ENGINEER D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. A.IN CASE ON EMERGENCY CALL COLTON SUDBERRY AT(858)546-3000 DEVELOPMENT RESOURCE CONSULTANTS, INC. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 24.EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 INCHES ON B. THE UNDERSIGNED CIVIL ENGINEER WALL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT 800 S. ROCHESTER AVE., SUITE 4C RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CENTER, OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. ONTARIO, CALIFORNIA 91761 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ADDITION TO GROUNDCOVER, SHALL BE PLANTED WITH APPROVED TRESS, SHRUBS,OR COMBINATIONS ATTN: STEVE REINER AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON CENTER, TREES, 20 FEET ON CENTER, C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY (909) 230-5241 AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE COMBINATIONS, 15 FEET ON CENTER. SLOPES OVER 3 FEET IN VERTICAL HEIGHT SHALL HAVE SEASON: OCTOBER 5TH THROUGH APRIL 15TH. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, 25.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. DEVELOPER IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CKE RESTAURANTS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ADJOINING PROPERTIES DURING THE GRADING PROJECT. C.EROSION ENGINEER. INDEX DEVICES SHALL NOT BE MOVED OF MODIFIED WITHOUT THE APPROVAL OF THE INDEX OF DRAWINGS 401 W. TAU KTS WAY OWNER OR THE ENGINEER. 26.APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY ANAHEIM, CALIFORNIA 92801 SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING SHT. NO. SHEET TITLE ATTN: STEWART VOELTZ 27.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. DAY,WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. (949) 679-9962 NOTE 1 PRECISE GRADING PLAN - TITLE SHEET 2 F. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING 8.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTED. BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL 2 PRECISE GRADING PLAN ARCHITECT THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING ALSO BE IMMEDIATELY REPAIRED. THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT 29.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. J.A.G. ARCHITECTURE OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER G. FILL SLOPES AT THE TRACT PERIMETER MUSH DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE 3 EROSION CONTROL PLAN 15 HUBBLE SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND p 30.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING CONCLUSION OF EACH WORKING DAY. IRVINE, CA 92618 REVISING THE PLANS FOR REVIEW AND APPROVAL BY THE CITY. a M OPERATIONS. 4 DIMENSION CONTROL PLAN ATTN: CYRUS JALLALI y D 31.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGN POSTED ON THE SITE TO PREVENT (949) 752-9333 EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. N OD 2!SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. UNDERGROUND UTILITIES & STRUCTURES ' A 0 GEOTECHNICAL GEOLOGICAL ENGINEER 32.ANY CONTRACTOR PERFORMING WORK ON THE PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR C AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR PACIFIC SOILS ENGINEERING, INC. STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF m INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN IN THERE PLANS. 7715 CONVOY COURT AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SAN DIEGO, CALIFORNIA 92111 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE _ "z DO 33.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ATTN: DAVID A. MURPHY CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO rn ROUGH GRADE APPROVAL. Sl (858) 560-1713 PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION 34.APPROXIMATE DATE OF: OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. BEGINNING OPERATION: JULY 2005 PROJECT NO. 400923-G "CAUTION: THE ENGINEER PREPARING THESC PLANS WILL NOT BE COMPLETION: SEPTEMBER 2005 SEPTEMBER 16, 2004 Underground Service Alert RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF n 35.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES 9 THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND TILL BE PLACED IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION. roar C011: TOLL FREE MUST BE APPROVED BY THE PREPARER OF THESE PLANS." MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 36.THE ENGINEER MUSH SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE -800 APPROVAL. 227-2600 ALL RETAINING WALLS SHALL BE BUILT PER THE RETAINING WALL STANDARDS OF THE CITY OF LAKE TWO WORKING DAYS NPDES WDID # 8 33J300561 37.ELSINORE,BUILDING DIVISION. 9EFOR6 You oIG MARK REMSIONS APPROVED DATE DESIGNER: SHEET 1 BENCH MARK: CERTIFICATION: Development Resource Consultants,LIA BA CITY OF LAKE ELSINORE QpOFESSI ELEVATION: 1400.873 DATUM: NAVD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPDANCE`MYH THE pAVt "l p CINI Engineednq .Land Su-)4ng .Land Planning DRAWN: DATE: 1970 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR GTY AND STATE ,��u�� Af , D i- ` 800 S ROCHESTER AVE,SUITE 4C,ONTARIO.CA 91761-8171 RIVERSIDE COUNTY DESIGNATION: E-14-70 LAWS AND HAVE BEEN FOUND ACCEPTABLE �: n GRADING PLANS FOR: -- (909)230-5241-PH(909)230-5246-FA% B.J. OF 4 DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD '�� No. A�' DAB CANYON HILLS MARKET PLACE SHEETS FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE y� * EzD.3/31//31/07 * e HIGHWAY 71,122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD,6.0 II--Q� m�u�6 si,7 C1V1L ��' �,1 ,^ 12-07-05 FILE N0. FEET SOUTHWEST OF POWER POLE N 1853732T 1.0 FEET NORTHEAST OF KEN SEUMALO,RCE B 56915,Expiration date June 30,2007 DATE �OF aol VV ��/ JOB NO.: PA3 TRACT 30496 C-� A MARKER POST,A BRASS DISK SET IN THE TOP OF CONCRETE POST CITY ENGINEER E-14-70 CITY OF LAKE ELSINORE STEVE REINER R.C.E.41308 DATE: xx%%%xx 11 m I I _ S62.06'03"E - - -.. 238.50\1 T - 78.50 FL I r I I ConrsrAvcnav wM e o EX. CONC. r �' =J V" GUTTER P "'`pr�7 I 1 CONSTRUCT 6"P.C.C. OVER 4"A.B. (DRIVE AREA). I' CONSTRUCT 4"A.C. OVER 9"A.B. (PARKING AREA). 1 I I EXISTING SEWER MAIN CONCONSTRUCT FROM 6"C F TO 8"C.F. 4"THICK P.C.C. SIDEWALK PER ARCHITECTURAL PLAN. CT TRANSITION F CONSTRUCT 6"HEIGHT CURB. z I. .I. w I .. .. �., -.. ... U S R 6o-INSTALL PRECAST 18"X18" RISERS AS NEEDED. C w how 76.18 TC To-INSTALL PRECAST 12"X12" DROP INLET PER JENSEN PRODUCTS, W/NON-TRAFFIC GRATE. a03 c1 rn X o 3 0 75.68 FS m ~ `w NOTE: o n I Q-INSTALL 5" PRO SERIES CHANNEL DRAINS W/PEDESTRIAN GRATE PER NDS OR APPROVED EQUAL. ' I _ z 0 m PROPOSED SEWER �aL www f 76.2 go-INSTALL 4" DRAIN PIPE PER ADS OR APPROVED EQUAL. GRADES IN ASPHALT PAVEMENT O 3 cJ m w� o ARE FOR REFERENCE ONLY. 0 0 ,RIM _ 10 CONNECT 4"DRAIN PIPE TO EXISTING 18"X18"INLET. 78.46 FL I r,1` �'w 78.63 TC oo m 78.31 TC 77.50) � - 11 CONSTRUCT ACCESS RAMP. 78.13 FS n�` 77.81 FS n n N,c.1 m m n FS - 7710) - 6"CF - cz ONS UCTION 12 CONSTRUCT 12" CONCRETE STEP OUT PER ARCH. PLANS. n n� �' L E 13 INSTALL METAL RAILINGS PER CALDAG DETAILS 37 AND 38. n�s _ 76.87 TC X 78.69 TC 78.62 TC 78 37 TC - 79.30-TC-'---' FS 76.37 FS 0 ao u;o , 78.19 FS 78.12 FS 7.87,FS 77.80 FS X CONSTRUCTION w poi �I 4 A� 4 w LIMIT LINE o n 76:99 FS , 78.64 FL I 79.3 TC \ 10 m o rn M N 78.8 FS 1 No REMOVE EX. LL o m F w REMOVE EX. 4 12 W �U n 5 1 CURB 0 m ro REDWOOD HEADER 78.80 T� C D 12 a i� o M`vi w 0 M „a0, rn a m n PLANTER 4 O 78.30 FS Z 78.45 TC 4 anon LL 4 4 1n\'1n\' S .CF77.60 TC I O 4 77.95 FS.. -- _. ... ... ... ... .. . _ 7(.93 FS - q U _ _ 11 77.65 C14 Q n 3 c 8.33% 8.33% 78.02 3 FS 77.27 TC N n n 78. TC ni MA2P 77.7 O 78.72 T 78.00�FS \�3�• o Q FS FS 76.77 FS Z 78.22 F 78.12 TG 8 8.07 77.57 77.55 78.01 v of s I mCE 4 z FS S >> - 77. TC ` PR CT EXIST. TREES I.L q�, 77.70 INV FS FS FS 78.12 LAN SC PE & IRRIG. o .! S - - LANDSCAPE - 77.06 S IN x LANDSCAPE •20 LANDSCAPE LA E. F g BE 00 n 78.2 78.0 77. TC 1 tt I m 1 wf 8 n w - - - - - F 76.8 FS n I - - c o cJ N - °� 78.2 77.84 T X. I c w H'w 10D. ROOF DRAIN FS ROOF DRAIN 77 34 F N IIS EX. CONC. 3 N a THRU CURB THRU CURB v O "V" GUTTER N e ROOF DRAIN I 3] n w THRU CURB CARL'S JR. a< 3 I _ LLI 78.71 TC 78.72 TC au Vl n n 76.12 TG 78.21 FS 78. F 77.70 INV 4 Z U m Al 378.18 TYPE 14DCE ^f� I 78.234,97%. FS 1 0P M FS 78.12 TG 92 SEATSN ' 78.67 TC 77.7o INV 3,198 SQ.FT. I Q SF: m GO 00 O Z I 78.17 FS m 77.93 TC c 78.22 j a FS PAD_ 77.5 ❑❑ 79.1 77.4 S P 78.55 TC LANDSCAPE J ROOF DRAIN FF_78.2 7g,p F i � 0 THRU CURB FS .78.05 FS 0> ad r2 CO N 2.07 < n 7OF DRAIN " • ^w n w 11 BACKWATER 77.49 TC UPSTREAM MANHOLE VALVE ISRNEQ NECESSARY. NO SEWER THAN nNTMRU CURB FS 2 MAX FS 06 76.99 FS I 1.1� dt ❑ 1 - 4 0 7)�❑ o - - 78.2 �•78.12 TG _ _ I FS 78 5 TC 78.08 TC 79.00 TC 78.00 TC 78.00 TC/ 08 7 .85 FS �0?0 77.58 FS q o�z 77.50 FS�hP q 77.50 FS 77.50 FS 80.66 TC `\' 4 N NU 9 76.4 INV ad n 34.20'9 I ^N 1 (80.16) FS gp 78.04 TC 78.0 C S=0.020 n 77.94 TC 1. 80.00 FL "' 0.84%1`n 77.54 FS 77 FS 0.50% 0`5% 77.44 FS-4 P 0.50% CONSTRUCTION 78.22 TC 17.59 FS -79.38 FS . � ...�....... LIMIT LINE 77.72 FS ��11 9.34_-F-S- N� ....___-._-..• \ 77.64 FS 11 8.25%79.44 FS to of i 10 .. of N EXISTING 12" DRAIN PI LLJ 77.69 FS 13 79,48 FS 79 42 FS -. 07 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ D 80.98 TC EX. CONC. 1.32% 79.27 TC 1.0% EX. CONC. 80.11 TC I O 80.48 FL CURB & GUTTER 78.77 FS - NOTE: CURB & GUTTER 79.61 FS r @ z j 00 PROTECT EXIST. TREES N N A G) LANDSCAPE & IRRIGATION Z Z NOTE: IN PLACE. o C ACCESIBLE PATH OF TRAVEL m A _ _ 562.06'03"E FROM PUBLIC SIDEWAL TO BUILDING ENTRANCE 0 HAVE m AX. E OF 5.07« NL SSSS PATH �7 225.50' IS A RAMP, AND A M X. CK055 ! SLOPE OF 2.07) a 10' 0' 10' 20' 30' GRAPHIC SCALE: 1"=10' NPDES WDID # 8 33J300561 MARK REVISIONS APPROVED DATE DESIGNER. SHEET BENCH MARK: CERTIFICATION: QWOTESST Development Resource Consultants, Inc. B.d. CITY OF LADE ELSINORE 2 ELEVATION: 1400.873 DATUM: NAVD 29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE c9�pAut `� Elm .'�(ry CIWI Engineering •Land Surveying •Lana Planning DRAWN: -- \ DATE: 1970 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ti4'S'V. p , \lVs. 800 S ROCHESTER AVE.,SUITE 4C,ONTARIO,CA 91781-8171 RIVERSIDE COUNTY DESIGNA71ON: E-14-70 LAWS AND HAVE BEEN FOUND ACCEPTABLE �: n� (909)230-5241-PH(909)230-5246-FAX B.J. GRADING PLANS FOR: 4 DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD `c1''" No.41308 0�' OF 4 at,�, E.° '/"/°' DATE: CANYON HILLS MARKET PLACE U� FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE * * SHEETS HIGHWAY 71,122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD,8.0 KEN SEUMALO,RCE g 58915,Expiration date June 30,2007 DATE? ` �rglF CIVt �! O/� 12-07-OS FILE NO. FEET SOUTHWEST OF POWER POLE p 1853732E,1.0 FEET NORTHEAST OF OF CA,.�f PA3 TRACT 30496 A MARKER POST,A BRASS DISK SET IN THE TOP OF CONCRETE POST CITY ENGINEER JOB NO.. r'1 E-14-70 CITY OF LAKE ELSINORE STEVE C_2 NER R.C.E.41308 DATE: U05-622 S62'06'03"E — — — — — 238.50- II II I II PLACE BAGS FLAT & 1 BAGS MIN. FIRMLY IN PLACE A I �11 2 TYPICAL SINGLE ROW OF SANDBAGS, _ SECTION 1 BAGS HIGH. STAGGER I JOINTS, AS SHOWN. I INSTALL GRAVEL BAGS I TYPICAL ELEVATION > I I PER DETAIL "A" A TYPICAL SANDBAG DETAIL I I _ \\ w OOOOO \ I o O 0 NIN O N B O B Z II II 0 —li- 0 0 IF I I I , 00000 y z w I I ROW I� B GRAVEL BAGS AROUND AREA DRAINS N.T.S. 03 1D I I 3 ROWS OF GRAVEL BAGSmi N � I I. I I > Z II SECTION B—B N.T.S. El E�L — — INSTALL GRAVEL BAGS I I PER DEtAILI "B" I - �Ati �• 0 LIJ n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I- U-). N N N� m LOT LINE — — — — — — Z N _ S62'06'03"E ' 225.50' 10' 0' 10' 20' 30, GRAPHIC SCALE: 1"=10' NPDES WDID # 8 33J300561 MARK REVISIONS APPROVED DATE DESIGNER: SHEET 3 BENCH MARK: CERTIFICATION: (� DevelOpmeut Resource Consultants, Inc, B.J. CITY OF LAKE ELSINORE QaoFEssr D ll ELEVATION: 1400.873 DATUM: NAVD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE pAu( d CIMI EnginesrIng •Land S._yIng •Land Planning DRAWN: DATE: 1970 APPROPRIATE CONDITIONS N DEVELOPMENT AND/OR CITY AND STATE ,��� 'per , 800 S.ROCHESTER AVE,SUITE 4C,ONTARIO,CA 91761-8171 RIVERSIDE COUNTY DESIGNATION: E-14-70 LAWS AND HAVE BEEN FOUND ACCEPTABLE ;+F GRADING PLANS FOR: n� - (909)230-5241-PH(909)230-5246-FAX B.J. OF DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD '�`'n No.41308 a�" DATE: 1 n �/��� Exp.3/31/07 CANYON HILLS MARKET PLACE SHEETS FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE O7/ � HIGHWAY 71,122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, T J'fN CIVM1 J' /�// _ 12-07-OS FILE N0. FEET SOUTHWEST OF POWER POLE y 1N THE T 1.0 FEET NORTHEAST OF KEN SEUMALO,RCE 56915,Expiration date June 30,2007 DATE OF CALVE _ / l0"v JOB NO.: PA3 TRACT 30496 �_3 A MARKER POST,A BRASS DISK SET IN THE TOP OF CONCRETE POST CITY ENGINEER E-14-70 CITY OF LAKE ELSINORE STEVE REINER R.C.E.41308 DATE: U05-822 �y S62'06'03"E LINE AND CURVE DATA TABLES LINE TABLE LINE LENGTH BEARING 1 15.14 N27'53'57"E o X1 3 12.00 N62'06'03"W 4 42.03 N27'53'57"E m 5 50.50 N27'53'57"E Z 6 50.00 N27'53'57"E G') 7 42.03 N27'53'57"E C 8 15.50 N27'53'57"E z 9 1121.50 1 N62'06'03"W 3 E0 10 33.52 N27'53'57"E z 11 30.09 N05'17'40"E 13 128.80 N62'O6'03"W LIMIT OF CONSTRUCTION I 14 98.00 N62.06'03"W 15 20.70 N05'17'40"E 16 24.16 N27'53'57"E CURVE TABLE " S'\ 21' 00 LIMIT OF CONSTRUCTION W CURVE DELTA RADIUS LENGTH TANGENT \ - 1 180'00'00" 2.50 7.85 \ - r O Q 2 180'00'00" 2.50 7.85 - - �2 r7 I O �( 3 11647'47" 2.00 4.08 3.25 _ _._._._______ 11 14 .�_.4�,__ �._._.-� .�s� rD �l 4 40'3556" 10.00 7.09 3.70 11 N 5 48'38'46" 15.00 12.74 6.78 � N I 0 6 90'00'00" 25.00 39.27 25.00 n - r cD I Z 7 90'00'00" 24.00 37.70 24.00 8 22'36'17" 25.00 9.86 5.00 Ln Ln - co 9 90'00'00" 25.00 39.27 25.00 ! Ln 0 90'00'00" 19.00 29.85 19.00 30 16' 10' i 12' 12 I - - - - 0 11 22.36'17" 25.00 9.86 5.00 5' 5' 45' I a n { 19.5' ( TIE IN z i a CO DIMENSION I z w 3 CARLL S JR. I ROW Q z II o I� U r, N 0 z5.5' 21.50 Z) 3 77' I Q n ❑El 21' 12' i 2rL� El I � 77 711 z _ n _ o - z Co O NZ N Ja z LOT LINE z S62'06'03"E n 225.50' 10' 0' 10' 20' 30, GRAPHIC SCALE: 1"=10' NPDES WDID # 8 33JJ00561 MARK REVISIONS APPROVED DATE DESIGNER: SHEET 4 BENCH MARK: CERTIFICATION: ee Development Resource Consultants,Inc. B.a CITY OF LADE ELSINORE SS/ ^/� ELEVATION: 1400.873 DATUM: NAVD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE pAu( F. D1 C.7/� CiNI Engineering •Land Surveying •Land Planning DRAMN: DATE: 1970 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ,�c,� R� Li 800 S.ROCHESTER AVE.,SUITE 4C,ONTARIO.CA 91761-8171 GRADING PLANS FOR: RIVERSIDE COUNTY DESIGNATION: E-14-70 LAWS AND HAVE BEEN FOUND ACCEPTABLE r_'+W m (909)230-5241-PH(9D9)230-5246-FA% B.J. 4 DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD No.41308 :�" DATE. OF FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE qI /• * Exp.3/31/07 * CANYON HILLS MARKET PLACE SHEETS HIGHWAY 71,122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD,8.0 /'f� E O'1 10 `l,9 OIVIL �Q' //fi�r(,, 12-07-OS FILE NO. �J FEET SOUTHWEST OF POWER POLE#1853732E,1.0 FEET NORTHEAST OF KEN SEUMALO,RCE�56915,Expiration date June 30,2007 DATE OF CAL tE VK! JOB NO.: PA3 TRACT 30496 �_4 A MARKER POST,A BRASS DISK SET IN THE TOP OF CONCRETE POST CITY ENGINEER E-14-70 CITY OF LAKE ELSINORE STEVE FR R.C.E.41308 DATE: U05-622 N�-1 $y�