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HomeMy WebLinkAboutBook 15 Page 726 Pujol Street @ Mission Village Apartments S T S GRA ING S ORM AIN & I E , PRECI E D T DR ROSION CONTROL i PLANS FORO MISSION VILLAGE APARTMENTS PA 98 - 0209 . � A.P .N. 922 - 050 - 016 , 922 - 050 - 020 N.T.S. 940 - 310 - 0109 940 - 310 - 018 PROJECT SITE Ro EROSION CONTROL NOTES: GRADING NOTES.- GENERAL NOTES: 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER PAVING NOTES: RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS 33 AND ORDINANCE 93--04. 1. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE REQUIRED FOR ALL ROUGH GRADING. CITY OF TEMECULA'S STD. NOS. 403-405. MINIMUM PARKING LOT GRADE SHALL BE 196. 2. IN CASE OF EMERGENCY, CALL MR. JIM SILVERWOOD, 2. MINIMUM DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT (1.0%) OR 0.7% FOR 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50X AT (760) 738--8401 (24 HOURS). TEMPORARY CONDITIONS. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5" DEEPAND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. . . 15 TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES 3 THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK 3 MAXIMUM CUT AND FILL SLOPE a 2:1 UNLESS OTHERWISE NOTED. y SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. PRIOR TO PLACEMENT OF PAVING. D AND ENSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF 3. IT SHALL BE THE RESPONSIBILITIES OF THE CONTRACTOR TO NOTIFY THE 4. PROVIDE 5 WIDE BY 1, HIGH BERM OR EQUIVALENT ALONG THE TOP OF ENGINEER, TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). ALL FILL SLOPES OVER 5" HIGH. FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED CITY OF TEMECULA SIDS. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AT A RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC EMULSION SHALL AVAILABLE5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO CONFORM TO SECTIONS 37, 39 AND 94 OF STATE STANDARD SPECIFICATIONS. AT ALL TIMES DURING THE RAINY SEASON. NECESSARY SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY PUBLIC WORKS LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS -spy ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE CITY WHEN RAIN IS IMMINENT. OVER 1' DEEP. WMITYAND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE, 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR RIGHT OF WAY. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TO PAVING THE STREET SECTION INCLUDING BUT NOT LIMITED TO, THE THE DEPARTMENT OF PUBLIC WORKS. TEMECULA S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF FOLLOWING: SEWER, WATER, ELECTRIC, GA9, DRAINAGE. THREE INSPECTIONS ARE REQUIRED BY THE PUBLIC WORKS DEPARTMENT. ONE COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING INSPECTION AT SUBGRADE COMPLETION, THE SECOND AT THE TIME THE BASE fi. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERITFICATION SHALL 6. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. CONSTRUCTED ACCORDING TO STD. NO. 207 AND/OR NO. 207A, AS DIRECTED PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. IN THE FIELD. SPECIAL INSPECTION IS REQUIRED FROM BUILDING & SAFETY FOR HANDICAP PATH 7 PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TEST MAY BE OF TRAVEL, PRIOR TO POURING OF ANY CONCRETE OR A.C. PAVEMENT, IN 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALONG TOP OF CUT SLOPES.. PARKING AREA, SIDEWALKS AND LANDINGS. CHECK BERMS, SILT FENCES, AND DESILIING BASINS, ETC. TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER U INDEX: a REQUIREMENTS. USE STD. NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. THAN ONE FOOT. SHE''.ET INDEX: 8. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. ORDINANCE NO. 460.53. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS TITLE SHEET, INDEX MAP & NOTES SHEET TS-1 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 694-6411 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED OF THE PRELIMINARY SOILS INVESTIGATION BY: ENGEN CORPORATION, SITE PLAN SHEET SP-1© 9. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED A COMPACTION REPORT BY SOILS ENGINEER SHALL CERTIFY 95:G COMPACTION OF STREET LIGHTING PLAN. REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WATER CREATES A HAZARDOUS CONDITION. DATED: MAY 19, 1998. TWO SETS OF THE FINAL COMPACTION GRADING PLAN SHEET PGP-2 BASE PRIOR TO CALLING FOR THE SECOND INSPECTION AND PLACEMENT OF A.C. 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND GRADING PLAN, DETAILS & SECTIONS SHEET PGP-3 10. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. WHICH WHICH CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE EROSION CONTROL PLAN & DETAILS SHEET EC-4 AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. WITH STORM SEWER PLAN & PROFILE SHEET SD--5 REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS, INCLUDING BASE, AND COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT NOTES: THE CURRENT ASSIGNED TRAFFIC INDEX. BY COMPACTION TESTING. 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 1) NO OFFSITE GRADING IS PROPOSED PER THIS PLAN. 11. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE OTHER INFORMATION IS SUBJECT TO CHANGE. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-6411 2) MAXIMUM CUT & FILL SLOPES = 2:1. SEPERATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE SLOPES PRIOR TO PERMANENT PLANTING. THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND 3 ALL PROPOSED IMPROVEMENTS ARE PER THE CITY OF METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS FILL SLOPES EQUAL TO OR GREATER THAN W IN VERTICAL HEIGHT SHALL REQUIRE RATE LANDSCAPE PLANS. ALL LANDSCAPE ENCROACHMENTS MANUAL AND UTILIZE THE "R" VALUE METHOD. THE " " SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING TEMECULA STANDARD DRAWING NUMBERS (COT STD NO). SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE R VALUE TESTS SHALL BE RING BE PLANTED WITH GRASS OR GROUND COVERT O PROTECT THE SLOPE FROM ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JANUARY 1989. CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PROPERTIES). EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR SECTION 17.08 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. C0-12, THE THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BENCHMARK.- DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TV FACILITIES. UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER MATERIAL. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-fi , OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST COUNTY OF RIVERSIDE fi00-6-81 ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, PRACTICAL STREET, STORM DRAIN, OR NATURAL WATER COURSE. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE STAMPED 2 1/2" BRASS DISK IN CONCRETE CYLINDER. INSIDE MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL FREEWAY R/W AT THE SW CORNER OF THE INTERSECTION OF INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR HIGHWAY 79 AND INTERSTATE 15, 300' WEST OF OVERPASS OF 2 INCHES. CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL BRIDGE, 100 SE OF BEGINNING OF fi' FREEWAY R/W FENCE, AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5:1 2' N OF FREEWAY R/W FENCE, 75.4' S OF LIGHT POLE. TO ANOTHER RUNOFF AREA. (20%), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S ENGINEER'S ESTIMATE OF 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO RECOMMENDATIONS. ELEVATION. 997.fi21' DATE: 9--13-82 CONSTRUCTION NOTES: WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF TEMECULA 760 S.F. OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT STREET ADDRESS: STD. NO. 207-A TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND PROPERTIES. REMOVE EXISTING CURB & GUTTER AND SIDEWALK 82 L.F. ABATE WATER, MUD AND EROSION DAMAGE TO THE PUBLIC AND PRIVATE 28497 PUJOL STREET PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE EEROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE f�APPLICANT OWNER: OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT MR. JOHN MEYER MR. JAMES SILVERWOOD OS GUY ANCHOR (FOR POWER POLE) TO BE RELOCATED BY OTHERS 6 EA. CONSTRUCTION OF A SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR ADJOINING PROPERTIES DURING GRADING OPERATIONS. LESS MEASURED VERTICALLY. CITY OF TEMECULA REDEVELOPMENT AGENCY AFFIRMED HOUSING GROUP, INC. CONSTRUCT CONCRETE PAVEMENT/FLATWORK (4" THICK) 4,280 S.F. 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 43200 BUSINESS PARK DRIVE 200 E. WASHINGTON AVENUE .TENTHS (15) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE " OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS , P.O. BOX 9033 SUITE 208 7 CONSTRUCT CONCRETE BLOCK RETAINING WALL (7.5 MAX HEIGHT) 340 L.F. MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 IN TEMECULA, CA 92589-9033 ESCONDIDO, CA 92025 [BY SEPARATE PERMIT THRU BUILDING DEPARTMENT] FACIU11ES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT VERTICAL HEIGHT. TEL (909) 693-3950 TEL: (760) 738-8401 CONSTRUCT TYPE A-6 CURB & GUTTER PER CITY OF TEMECULA 890 L.F. SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF FAX: (760) 738-8405 STD. NO. 200 OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,9 CONSTRUCT TYPE 'V CURB PER CITY OF TEMECULA STD. NO. 204 3,370 LF. BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACERUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, REPRESE'V'"TATIVE ,ENGINEER: 10 CONSTRUCT A.C. PAVEMENT (3" THICK) 1,259 TONS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 11 CONSTRUCT CLASS-II AGGREGATE BASE (6" THICK) 1,295 C.Y. AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. DOLPH F. FLEMING, R.C.E. 12 APPLY ASPHALTIC EMULSION FOG SEAL 388 GAL. MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT ENGINEERING VENTURES, INC. ( ) IN PROGRESS. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, TEMECULA, ULA, CA 92590 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE RIDGE PARK DRIVE, 202 13 CONSTRUCT 4" GUTTER PAN PER (MODIFIED) C.O.T. STD. NO. 209-A 3,585 S.F. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON TEL- (909) 699-6450 14 CONSTRUCT 401-MODIFIED O�CORETE SIDEWALK ((4" CHICK) PER CIjY OF TEMECUL 15,635 S.F. VERTICALLY. CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL FAX: 909 fi99-3569 D FIED INCLUDES 1.0 STEP-OUTS AT PLANTERSS ( ) HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 15 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL 'D', SHT. 3 OF 5. 4 EA. 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE r r 1fi 48" REINFORCED CONCRETE PIPE PER RCFC & WCD SPECS. 401 LF. REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT OILS EN V"'1 �i'R: PRIOR TO GRADING OPERATIONS, AND WHICH ARE SUBJECT TO RUNOFF NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 17 CONSTRUCT MANHOLE NO. 2 PER RCFC & WCD #MH-252. 2 EA. DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL MR. MICHAEL K. MASON, V.P. 18 CATCH BASIN PER DETAIL SHEET NO. 5. 1 EA, BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE BE PERMITTED. ENGEN CORPORATION VEGETATION BEYOND LIMITS OF GRADING. 41607 ENTERPRISE CIRCLE NORTH 19 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD #1-803. 1 EA. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD SUITE 1 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2D TEMECULA, CA. 92590 CONSTRUCT TYPE A-8 CURB & GUTTER PER CITY OF TEMECULA 55 LF. RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 23. APPROVAL OF 1H STD. NO. 201 ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT TEL: (909) 676-3096 " THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR 21 INSTALL 12 RISER WITH GRATE. 1 EA. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING FAX: (909) 67fi-3294 DEPARTMENT OF PUBLIC WORKS FOR APPROVAL CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 22 CONSTRUCT MODIFIED CURB OUTLET PER CITY OF TEMECULA 1 EA.STD. N0. 301 (SEE DETAIL SHEET 3). 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL 23 INSTALL STREET LIGHTING (ELIMINATE 9500 LUMEN LOW SODIUM TYPE) 5 EA. HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEENESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. 24. SOURCE OF TOPO: AN ACTUAL FIELD SURVEY PERFORMED BY ENGINEERING 24 CONSTRUCT CONCRETE BROW DITCH PER DETAIL SHT. 3 OF 5. 350 LF. VENTURES, INC. (EA) ON DECEMBER 19, 1997. 25 CONSTRUCT CONCRETE DOWN DRAIN PER DETAIL SHT. 4 OF 5. 48 LF. EARTHWORK. 26 INSTALL 8" PVC DRAIN PIPE, 68 LF. T.M. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF 27 AND SIDEWALK. MATCH EXISTAE lVA� ISUCT NEW CURB & GUTTER 51 LF. CUT (CUBIC YARDS) 9,710 C.Y. ENGINEERING VENTURES, INC. AVAILABLE RECORDS. T4 THE BEST OF OUR KNOWLEDGE, THERE ARE NO ���� 28 INSTALL HANDICAP HANDRAIL PER DETAIL E, SHT. 3 OF 5. 170 LF. FILL (CUBIC YARDS) UNCOMPACTED 1,320 C.Y. - LAND PLANNING * CIVIL ENGINEERING 1 -8Q4--422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE LAND CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO .�... �- SURVEYING 29 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL 'C', SHT. 3 OF 5. 8 EA. SITE BALANCE UNCOMPACTED `"� AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES TO BE EXPORTED. ) 8,390 C.Y. 43500 RIDGE PARK DR., #202 * TEMECULA CA. 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAIA OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PERMIT. LD 98 -086 GR TEL # (909) 699-6450 FAX # (909) 699---3569 E.V. -3�9 1 DATE: al 26 99 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEA o PROFESS/ � Designed B Drawn B Checked B SCALE Y y 329-lPGP.dw -? R �4 P&P-3 ��' F .-in�ti � CITY QF TEMECULA Contractor __....._ __._.. �� OAP ��` �- DMDesi n DMDesi n RFF Recommended By: _..... Date: DEPARTMENT OF PUBLIC WORKS SEA p6.^-S Horizontal 14i here a w Prepared Under The 5u ervision oi3: �o� � --- SITE, PRECISE GRADING, STORM DRAIN & EROSION Inspector ,e ,5�es S �C)W No. C o45687 '�-.. ' '``G� SEE ABOVE G 9 CONTROL PLANS FOR: MISSION VILLAGE APARTMENTS TS - 1 Exp. 12/31/02 Date l z Q `�9 Accepted By: Date /Z 9 O M Date Completed-__ Vertical. s MR. RAN OLPH F'. FLE R.C.E. MR. RONALD J. PARKS, R.C.E. F PA 8- a s . �yT CIV1� ��P DEPUTY DIRECTOR OF PUBLIC WORKS oks» o A.P.N. 922-"`050-016, 922-050-020 / r,_ ise9 A E�F �A�`Fc � R.C.E. No. 45687 Expires: 12-31---02 R.C.E. 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F. / e, Designed By Drawn By C - ,e C 329-lPGP.dwg - . . - i;iiiiiiiiiiiiiiii�101IM!"llill, W- -00" D Contractor 1� .11 =Le�i DMDesign RFF Recommended By ,' mel_ - --- ate: 19** ITY OF TEMECULA DEP0 "Horizontal 4-4j-Q� These Pla W Supervision Of:)jSEE SHEET 1 _ P No. C 045687 0 lip.. . A PRECISE GRADING PLANS Inspector Exp. 12/31/02 11 -- /AZ 1 - 20 _ '� , Date I Accepted By: Date: . 9/9 t , FOR' MISSION VI GE APARTMENTS PGP - 2 er cal R. ICAN OLPH F. Fi f R. PA C.E. II, MR. RONALD J. PARKS, R.C.E. . ... P. _2� 1 X , -ro�- I I I__ " , X I -,__ ' , 1) I_,, "__�I P- �__ " - rg, �t,,I I I I�......J=­­���77��7:� I V. E_ / i V_ - ,I 11i I- , , I r SIDEW& . /,��N�_ �v 111I ��* I 3,-F I-I--11 _\ g - 1-1 � AS) C I. 'Or�p _\ Ill/ 6 � �- - - 0*%s be-, - �011 'I\ MV' _4 ,� r4e� 11�\, I I 4e . 4 t� -_ � I N / A cm\_ ,\�- F - DEPUT.Y DIRECTOR OF PUBLIC WORKS - A.P.N. 922-050-016 •922-050-020 OF CAL\� R.C.E. Na. Expires: 12-31-02 R.C.E. No. 19744 - Expires: 09-30-01 . 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CON.STRUCTION RECORD DATE BY REVISIONS ACC'D DATE 1�) ESS/ 4 Designed By Drawn By a P. 329-lPGP.dwg _....._... ________ SCALE I F. / - - DMDesign DMDesi,gn -_ - I RFF m Recommended B - . .- Date: - - CITY OF TEMECULA DEPARTMENT OF PUBL1,C WORKS Colltractor Horizontal & - ............... . 0 A� .� T ese Pla W ared Under The Supervision Of- I EROSION CONTROL PLAN & DETAILS P) ) No. C 045687 X7 1 /? j C EC - 4 Inspector 1 = 40 I# / i ... FOR' MISSION VILLAGE APARTMENTS * Exp, 12/31/02 A.- , Date I/�4/. Accepted By: Date: /[it . - liliggam"Ill . ql� 11 .... I a 0 t. er cal MR. RANDOLO F. PLEMIN . - � MR. RONALD J. PARKS, R.C.E. i I .. .. �- - we cm*w /V'li "'i- I DEPUTY DIRECTOR OF PUBUC WORKS ion A.P.N. 922-050-016, 922-050-020 . N / A R.C.E. No. 45687 ..--. Expires: 12-31-02 R.C.E. No. 19744 . 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